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HomeMy WebLinkAboutDurston Contract.pdf Executed Contract Documents for Durston Road Improvements for the City of Sczeman IS oz e nn, an ,, M o P.t a n a SEEM, J Ca n L,,C-1 ry 2006 Note: Bid form. shaft not be removed froi-ri This bound copy Prepared by. Bid 1--orm Sic-ned TSON 1 MCWRu Addendlums Acknowled,--led 1 0% Bid security Enclosed -MAUKE, �TINK. An Finplavee-Ginned Ci tnzpuiry Bozeman. Montana i Name of Bidder Johinson-Aillilson Cons7tuctors, inc. Acdress 420 Wilkinson Street: Helena, MT 59601 Telephone No. (406) 443-0847 Project No. 0417,035,040.0310 M� 2 2U, -------------- HA041-f\035\docs\Specs\ECD Cover.doc , 2,2 ,0— 41 6 TRANSMITTAL MONEI�ON Engineers LA- Scientists Lj t ' MAIERLEINC. Planners An Employee-Owned Company Surveyors Since 1945 901 Technology Blvd Bozeman, MT 59771 Phone: (406) 587-0721 DATE: February 2, 2006 PROJECT NO.: 0417.035.040.0310 DURSTO_N_ ROAD 1MROVEMENTS — BID DOCUMENTS CITY OF BOZEMAN, MT TO: All Plan Holders FROM: MORRISON-MAIERLE, INC. Craig E. Brawner, P.E. THIS IS PAGE 1 OF 28 PAGES MESSAGE: Please find attached the following Durston Road Improvements documents: 1. Addendum #1 (6 pages) 2. Attachment #1 to Addendum #1 (18 pages) 3. Current Plan holders List (3 pages) Bidders must acknowledge receipt of the addenda and include a signed copy of the addenda with the bid, according to the procedures outlined in the INSTRUCTION TO BIDDERS. Hard copy of these documents is being mailed today. Thank you. OUR FAX NUMBER IS (406) 587-5238 #AIRPORTS #HIGHWAYS #CONSTRUCTION ENGINEERING #PHOTOGRAMMETRY #STRUCTURES #SURVEYING #WATER #WASTEWATER #WATER RESOURCES C:Oocuments and Settingslcbrawner\MyFiles\General Forms\FAX TRANSMISSION,doc February 2,2006 ADDENDUM No. 1 DURSTON ROAD IMPROVEMENTS CITY OF BOZEMAN, MT MMI Project No.: 0417.035.040 0310 Addendum Date: February 1, 2006 Bid Date: February 7, 2006 NOTICE TO ALL BIDDERS & PLANHOLDERS The Contract Documents and Construction Drawings are hereby modified and/or superseded as follows in this Addendum No. 1, and in submitting a bid, each bidder shall acknowledge receipt of all addenda and include a signed copy of the addenda with his bid, according to the procedures outlined in the INSTRUCTION TO BIDDERS, TO THE CONTRACT DOCUMENTS 1. Table of Contents. Note correction that BASIC ELECTRICAL REQUIREMENTS are Section 16045. There is no Section 16945. 2. Section 00910 SPECIAL PROVISIONS, 1.09.D — Street, Storm Sewer, and Site Grading Improvements. a. Paragraph 5- Geogrid and Geotextile Fabric. Revise as follows: "Geogrid Reinforcement shall be Tensar BX 1300, or approved equal." "Geotextile Reinforcement Fabric shall meet the requirements of AASHTO M288, Class 2, nonwoven geotextile and shall be Propex 4551 , Mirifi 160N, or approved equal." b. Add a new subparagraph 6 as follows: "6. Storm Sewer Manholes. New manhole rings and covers shall be installed where existing storm sewer manholes are adjusted or where new manholes are installed. Existing rings and covers shall be salvaged to the Owner. All new manhole rings and covers shall be D & L Foundry and Supply A1172 ring & A1178 cover. No substitution or approved equal will be accepted. " 3. Section 00910 SPECIAL PROVISIONS 1.09.F — Private Property Restoration. Note the following additions or revisions and adjust take-off tables accordingly. Addendum No.1 Page 1 of 6 H:\0417\035\docs\Specs\Addenda\ADDENDUM No 1.doc a. 5110 Durston Rd., Lot 1, Rearrangement, Tract 7, Smith Subdivision (Darcee Richmond) — The Exhibit for this property is revised (attached) to callout that all disturbed areas will be restored with a native grass seed mixture. b. 519 Western Dr., Lot 8, Block 5, Western Subdivision (Wayne & Susan Joyner) — All disturbed areas will be restored with sod. The Exhibit for this property is revised (attached) to callout that the existing fence will be removed and replaced to the new property line and repaired as necessary to match existing fence. C. 2412 Durston Rd., Lot 8, Block 6, Western Subdivision (Frank & AM McCandless) - Revise text to read that one tree needs to be removed and one tree shall be trimmed for construction. Fencing call-outs (two places) on the Exhibit for this property is revised (attached) to callout that the existing fence will be removed and replaced with a similar type fence to the new property line. d. 2406 Durston Rd., Lot 8, Block 2, Kable Subdivision (Robert & Elizabeth Atkins) - Contractor shall adjust and repair existing lawn irrigation system to match the Property line and the new finished grade. The Exhibit for this property is revised (attached) to callout that the existing fence will be removed and replaced with a new chain link fence at the property line. e. 2400 Durston Rd., Tract 1, COS 1855 (Willow Brook Condo, Whitney Jensen) — East Portion: Property text is completely replaced to note that there will be no impact from construction outside of the right-of-way on this property. Remove and delete the Exhibit for this property. f. 2308 Durston Rd., Tract B, COS 1817 (Western Shamballa, Inc.) — The Exhibit for this property is revised (attached) to callout that the existing driveway will be replaced to match the surface type and width of the existing approach to the new road improvements. g. 2305 Durston Rd. , Lot 1, Phase 2, Annie Subdivision (Roger & Rosalind Smith) — Property text is completed replaced as follows: A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property on the east side of the lot. Remove and replace existing field fence and gate at the east side of the property to the property line. Adjust the existing 3 driveway approaches and the field approach to Durston Road to match the surface type and width of the existing approaches to the new road improvements. Remove approximately 5' of hedge where the new sidewalk crosses each hedge. All disturbed areas will be restored with seed. All work will be completed with the Construction Work Area identified on the revised exhibit (attached). Addendum No.1 Page 2 of 6 H:\0417\035\docs\Specs\Addenda\ADDENDUM No 1.doc h. 522 — 524 N 21" Ave., Lot 18, Block 2, West Park Manor Subdivision (Linda L. Hutto, Cobh County Cork, ND) — Text and Exhibit should be revised to note that three bushes may be trimmed to the extent necessary to accommodate sidewalk installation. Delete reference to hedge trimming. i. 523 — 525 N. 20th Ave., Lot 17, Block 2, West Park Manor Subdivision (Ilene Brissonneaud, James Morgan & Henry Ehlers) — Add or revise the text and Exhibit as follows: The existing wood landscape barrier posts shall be removed. The existing drive approach on N. 20th Ave. shall be replaced to a 27' throat width to match the surface type of the existing approach to the new road improvements. Approximately 52 LF of N. 20th Ave. sidewalk shall be replaced. The sprinkler system south of the existing sidewalk shall be adjusted and repaired to match finish grade on south side of new sidewalk. 4. Section 00910, SPECIAL PROVISIONS, 1.10— UTILITIES. a. 1.10.B — Qwest Telephone. Note the following clarifications/additions: 1) West project boundary to 31+00: The noted existing telephone cable will likely be abandoned. Coordinate and verify with Qwest. 2) Station 36+16: Delete the reference to fiber optic telephone crossing at this location. There is a telephone cable crossing, and also Cable T.V. fiber optic as noted under 1.10C — Bresnan. 3) Station 36+16 to 37+00: Delete this item. No fiber optic telephone is located on the north side of the road (Fiber optic is T.V. as noted under 1.10C — Bresnan). 4) Station 36+16 to 37+29: The telephone cable noted and surface improvements may currently be abandoned. Coordinate and verify status with Qwest. 5) Station 43+80: Delete the reference to fiber optic cable. The fiber optic cable noted is Cable T.V. as noted under 1.10C — Bresnan. Telephone cable is found at this location as noted. b. 1.10.0— Bresnan Communications. Note the following clarifications/additions: 1) Station 40+29 paragraph should be Station is 42+29: The fiber optic line crossing the roadway will be lowered or relocated by Bresnan. 2) Station 62+76: There are two coax and two fiber optic lines crossing the roadway which Bresnan locates at 5' bury depth and are not anticipated to be relocated. There are surface improvements on the North side which may need to be relocated. Addendum No.1 Page 3 of 6 H:\0417\035\docs\Specs\Addenda\ADDENDUM No 1.doc 3) Add the following paragraphs: • "Station 43+80: There is a cable crossing the roadway that will be lowered or relocated by Bresnan. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work." • "Station 36+16 — 37+00: There are cable and fiber optic lines crossing at station 36+16 and in the roadway and surface improvements on the south side of the road that will relocated by Bresnan. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work." c. 1.10.G.1 —Tree Removal. Add the following sentence: "The cost of any associated additional traffic control for this work shall be included in Bid Item 506." 5. Section 01025, MEASUREMENT AND PAYMENT. a. Item 108 — Concrete Curb and Gutter. Revise the second paragraph to read as follows: "All new curbing at fire hydrants and any existing painted curbing for no parking zones that is removed shall be repainted following restoration of the concrete curb, and the cost shall be measured and paid under Item 124A. " b. Items 128 through 137 (inclusive) — RCP & RCPA Storm Drain: Add the following sentence to this measurement and payment "RCP & RCPA pipe up to and including 15" diameter shall be Class V and larger than 15" shall be Class III. " c. Item 504 & 505: Re-title this item to read "Item 504 & 505 - Subexcavation with Type 2 Bedding or Replacement Below Subgrade:" d. Add the following measurement and payment items: Item 138 —42"x29" CMP Extension: Measured and paid in accordance with MPWSS, 5t" Edition, Section 02720-4.3 f for 42" x 29" CMP, AASHTO M 245 culvert extension of the existing culvert at Station 9+90 without flared end treatment, which shall include end treatment riprap and fabric, all trench restoration, site dewatering, bypass pumping, site cleanup, and fittings and connections to extend the existing culvert and all other Addendum No.1 Page 4 of 6 H:\0417\035\docs\Specs\Addenda\ADDENDUM No 1.doc related work, excluding surface restoration which shall be covered by other items. Flared ends will not be installed. "Item 110A— ADA Detectable Warning Panel: ADA Detectable Warning Panels shall be measured and paid for by the square foot at the unit price bid as full compensation for furnishing and installing detectable warning panels in accordance with manufacturer's recommendations." "Item 510 Miscellaneous Work: The Miscellaneous Work item has been provided in the proposal for any work and/or materials which may be encountered during construction, but which is not addressed elsewhere in the contract. Miscellaneous Work will be measured by the respective unit for material and/or work performed as directed in writing by the Engineer. Payment for Miscellaneous Work will be at agreed-upon prices or on force account basis. The number of units in dollars set down in the contract is an estimated amount only, which may be adjusted up or down by the Engineer in accordance with the needs of the project." 6. Section 01570, CONSTRUCTION TRAFFIC CONTROL, Para-graph 1.03. No Traffic Control Detail Sheet has been provided for the Traffic Signal work at Durston Road and 19th Ave. The Contractor shall submit traffic control plans for the Montana Department of Transportation (MDT), City of Bozeman and Engineer's approval. The cost of the traffic control for the signal work shall be included in Bid Item 506 —Traffic Control. 7. Section 16521, EXTERIOR LIGHTING, 2.08.E POLES. Revise pole height, including Mast Arm, to conform to Detail 1, Sheet E-9. Also, see Sheet E-7 revisions in this Addendum for further clarification. TO THE CONSTRUCTION DRAWINGS 1. Plan Sheet R-1. Add the following Sheet Note 3: "3. The new full roadway design structural section shall begin at 10+00. The East bound lane Asphalt Transition from Sta 7+25.52 to 10+00 snail "tie-into the existing asphalt edge of Durston Road with a clean cut asphalt edge. The transition (widened) road structural section shall be constructed in accordance with the Durston Road typical structural section Detail. Existing Durston Road pavement and subgrade from Sta 7+25.52 to Sta 10+00 shall remain in place. Signing and stripping details on Sheet T-1 and T-3 shall be installed as directed by Engineer during construction to match extended taper west of 10+00." Addendum No.1 Page 5 of 6 H:\0417\035\docs\Specs\Addenda\ADDENDUM No 1.doc 2. Plan Sheet SD-1: Add the following callout. "Durston Road Sta 9+90 — Extend existing 42" x 29" CMP 6 LF to north and 10 LF south with riprap per Detail 1, SD-1." 3. Plan Sheet S-5. The new Sta 0+36 sanitary sewer manhole and stub south shall be relocated to Sta 0+99. New manhole elevations are: Rim Elev. = 4767.30' Inv Out (E) = 4750.45' Inv In (W) = 4750.55 Inv In (S) = 4750,75' 4. Plan Sheet T-4A. Add attached Plan Sheet T-4A for the Advance Warning Flasher. 5. Plan Sheets E-2 & E-3. Bidders are advised that some fractional dimensions are missing on these plan details. Said dimensions shall conform to the corresponding details in the MDT standards referenced in the contract documents. 6. Plan Sheet E-7 - Luminaire Schedule. The total 38' pole height shall be measured from pole base to luminaire face as shown on Detail 1, Sheet E-9. 7. Plan Sheet E-9, Detail 2. Add detail note: Branch circuit and conduit shall be located at the back of curb at the bury depth shown. Issued by: MORRISON-MAIERLE, INC. �P�o Craig . Brawner, P. Date ACKNOWLEDGEMENT OF ADDENDUM NO.1 The Bidder shall acknowledge receipt of Addendum No. 1 in the Bid Form and Shall Submit this Addendum No. 1 with Volume 1 of the Contract Documents at the Bid Opening. Received by: (N e) CA,-q p W i lso rl PrcSiden (Title) 3 F,2 br14q rr4 Zoo( (Date) Attachments: Attachment #1 to Addendum No. 1 Addendum NDA Page 6 of 6 H:\0417\035\docs\Specs\AddendalADDENDUM No 1.doc ATTACHMENT 1 To ADDENDUM NO. 1 CONTENTS OF ATTACHMENT NO. 1 1. Section 00300, BID FORM. a. Section 00300 - Pages 5 of 17 through 12 of 17 — Addendum #1: Insert attached Bid Form replacement pages into Bid Form. 2. Section 0910, SPECIAL PROVISIONS, Article 1.12 PRIVATE PROPERTY EXHIBIT SHEETS. Insert the attached replacement private property restoration exhibit sheets: a. 5110 Durston Rd., Lot 1, Rearrangement, Tract 7, Smith Subdivision (Darcee Richmond), Property Exhibits — Addendum #1 b. 519 Western Dr., Lot 8, Block 5, Western Subdivision (Wayne & Susan Joyner), Property Exhibits —Addendum #1 c. 2412 Durston Rd., Lot 8, Block 6, Western Subdivision (Frank & AM McCandless), Property Exhibits —Addendum #1 d. 2406 Durston Rd., Lot 8, Block 2, Kable Subdivision (Robert & Elizabeth Atkins), Property Exhibits —Addendum #1 e. 2308 Durston Rd., Tract B, COS 1817 (Western Shamballa, Inc.), Property Exhibits —Addendum #1 f. 2305 Durston Rd. , Lot 1, Phase 2, Annie Subdivision (Roger & Rosalind Smith), Property Exhibits —Addendum #1 g. 522 - 524 N 215t Ave., Lot 18, Block 2, West Park Manor Subdivision (Linda L. Hutto, Cobh County Cork, ND), Property Exhibits —Addendum #1 h. 523 - 525 N. 20th Ave., Lot 17, Block 2, West Park Manor Subdivision (Ilene Brissonneaud, James Morgan & Henry Ehlers), Property Exhibits—Addendum #1 3. Plan Sheets: a. Plan sheet T-4A, Advanced Warning Flasher: Insert new plan sheet into plans. End of Attachments Addendum No.1 Page 1 of 18 H:\0417\035\docs\Specs\Addenda\Addendum 1 -ATTACHMENT 1.doc SCHEDULE 1 ROAD IMPROVEMENTS BID SHEET The Bid for the following items in Schedule I shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Estimated Unit Unit Total ) No. Description Quantity Price Price =r 101 STREET EXCAVATION/EMBANKMENT (SITE GRADING) 31,700 CY 102 GEOTEXTILE FABRIC REINFORCEMENT 31,600 SY 102A GEOGRID REINFORCEMENT 31,600 SY 103 UNCRUSHED SUB BASE COURSE (4" MINUS) 24,000 CY 104 CRUSHED BASE COURSE (1 'h" MINUS) 12,000 CY 105 HOT PLANT MIX ASPHALT SURFACE COURSE 7,720 TON r 106 SS-1 h ASPHALT TACK COAT(UNDILUTED) 1,735 GAL 107 REMOVE EXISTING CURB AND GUTTER 2,050 LF 108 CONCRETE CURB&GUTTER 12,000 LF 1 109 REMOVE CONCRETE APPROACHES AND SIDEWALK 13,000 SF 110 CONCRETE SIDEWALK (4" DEPTH) 22,000 SF 1 110A ADA DETECTABLE WARNING PANEL 1325 SF PED. RAMPS, MEDIAN DRIVE&ALLEY APPROACH,AND ,111 9,850 SF SIDEWALK 6"DEPTH 112 DOUBLE GUTTER 2,500 SF 41 113 CURB RETURN FILLETS 28 EA 114 BARRREL ADJUST EXISTING MH TO MATCH NEW ROAD 21 6 EA GRADE w/NEW D& L FOUNDRY& SUPPLY RING&COVER RING ADJUST EXISTING MH TO MATCH NEW ROAD GRADE Al 114A wl NEW D& L FOUNDRY& SUPPLY RING &COVER 3 EA 114B MONUMENT BOX ADJUST 14 EA 115 ADJUST EXISTING WATER VALVE BOX TO MATCH NEW 40 EA ROAD GRADE 116 ADJUST EXISTING FIRE HYDRANT TO MATCH NEW ROAD 10 EA GRADE 117 TOPSOIL AND SEEDING 1 LS 118 PAVEMENT MARKINGS—THERMOPLASTIC, 4"YELLOW, 8,100 LF i SOLID 1 PAVEMENT MARKINGS—THERMOPLASTIC,4"YELLOW, 118A DASHED 2,900 LF Section 00300— Page 5 of 17— Addendum #1 H:\0417\035\docs\Sper-s\Addenda\Addendum 1 bid form.doc 2/2/2006 31 r l Item Estimated Unit Unit Total No. Description Quantity Price Price A QB PAVEMENT MARKINGS—THERMOPLASTIC, 8"YELLOW, 400 LF SOLID 119 PAVEMENT MARKINGS—THERMOPLASTIC, 6'WHITE, SOLID 9,700 LF u 120 PAVEMENT MARKINGS—THERMOPLASTIC, 8"WHITE, SOLID 950 LF 120A PAVEMENT MARKINGS—THERMOPLASTIC,4"WHITE,SOLID 460 LF 121 PAVEMENT MARKINGS—THERMOPLASTIC, 24" WHITE, STOP 250 LF ' BAR 1 121A PAVEMENT MARKINGS—THERMOPLASTIC, 24"WHITE 450 LF CROSSWALK 122 PAVEMENT MARKINGS—THERMOPLASTIC, 24"YELLOW 130 LF PAVEMENT MARKINGS—THERMOPLASTIC WORDS& 123 1,000 SF SYMBOLS Al PAVEMENT MARKINGS—PRE-FORMED PLASTIC TAPE, 124 250 SF WORDS/SYMBOLS 124A MEDIAN/CURB PAINT—YELLOW 950 LF f 125 NEW STREET SIGN 53 EA g 125A RESET EXISTING SIGN 36 EA L 126 CROSSWALK WARNING SIGN 11 EA 126A CROSSWALK ADVANCED WARNING FLASHER, COMPLETE 1 LS �i. 127 UTILITY CONDUITS—12" HDPE 100 LF #' 128 12" RCP 440 LF 129 15" RCP 1,600 LF 130 18" RCP 270 LF 4 z 131 21" RCP 325 LF 132 24" RCP 625 LF 133 27" RCP 325 LF 134 13.5"X 22"RCPA 135 LF 135 18.5"X 28.5"RCPA 350 LF qg 136 22.5"X 36"RCPA 350 LF 137 31"X 51"RCPA 740 LF 138 42"x 29"CMP EXTENSION 15 LF 139 48"SDMH 6 EA 140 60" SDMH 10 EA r Section 00300- Page 6 of 17- Addendum #1 H:\0417\035\docs\Specs''Addenda\Addendum 1 _bid_form.doc 2/2/2006 F u F, In-N- Item Estimated Unit Unit Total Description No. Quantity Price Price 141 84"SDMH 3 EA 142 4'X 12'SD VAULT 1 EA 143 36"STANDARD STORM DRAIN INLET 1 EA 144 STANDARD SQUARE STORM DRAIN INLET 15 EA ,4 145 SD INLET—48" MH 12 EA 146 EXISTING STORM DRAINAGE IMPROVEMENTS REMOVAL 1 LS 147 ITEM DELETED 148 ITEM DELETED 1 149 PRIVATE PROPERTY RESTORATION—87 FM 1894 (Anderson) 1 LS 150 PRIVATE PROPERTY RESTORATION—TRACT 8, SMITH 1 LS SUBDIVISION (Lydens) 151 ITEM DELETED 152 PRIVATE PROPERTY RESTORATION—REARRANGEMENT OF 1 LS TRACT 7, SMITH SUBDIVISION (Richmond) 2 PRIVATE PROPERTY RESTORATION—REMAINDER TRACT 7, 153 SMITH SUBDIVISION (Hovanec) 1 LS b PRIVATE PROPERTY RESTORATION—186 FM 4480 AND 155 154 BK 214(Taylen) 1 LS 155 PRIVATE PROPERTY RESTORATION—REMAINDER TRACT 6, 1 LS SMITH SUBDIVISION (Christenot) 156 PRIVATE PROPERTY RESTORATION—PART OF TRACT 5 1 LS SMITH SUBDIVISION (Berndt) 157 PRIVATE PROPERTY RESTORATION—147 FM 2213 (Kunda) 1 LS 158 PRIVATE PROPERTY RESTORATION— 147 FM 229 (Kemp) 1 LS 4 159 PRIVATE PROPERTY RESTORATION—LOT 8, BLOCK 5, 1 LS WESTERN SUBDIVISION (Joyner) PRIVATE PROPERTY RESTORATION—LOT 8, BLOCK 6, 160 WESTERN SUBDIVISION (McCandless) 1 LS 161 PRIVATE PROPERTY RESTORATION—LOT 8, BLOCK 2, 1 LS KABLE SUBDIVISION (Atkins) 162 PRIVATE PROPERTY RESTORATION—LOT 1, PHASE 2, 1 LS ANNIE SUBDIVISION (Smith) PRIVATE PROPERTY RESTORATION—TRACT B, COS 1855 163 (Willowbrook Condo -Jensen) 1 LS PRIVATE PROPERTY RESTORATION—TRACT 1, COS 1817 164 (West Shamballa, Inc.) 1 LS 165 PRIVATE PROPERTY RESTORATION—LOT 15, BLOCK 5, 1 LS PHASE 4,WEST PARK MANOR SUBDIVISION (Simkins) PRIVATE PROPERTY RESTORATION—TRACT A, Blk 13, 166 AMENDED PLAT OF ANNIE SUBDIVISION (Fellowship Baptist 1 LS Church Section 00300— Page 7 of 17— Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1_bid_form.doc 2/2/2006 Item Description Estimated Unit Unit Total No. Quantity Price Price 167 ITEM DELETED �x 168 PRIVATE PROPERTY RESTORATION—LOT 17, BLOCK 3, 1 LS PHASE 1,WEST PARK MANOR SUBDIVISION (Simkins) 169 PRIVATE PROPERTY RESTORATION—LOT 15, BLOCK 3, 1 LS PHASE 3,WEST PARK MANOR SUBDIVISION (Simkins) 170 PRIVATE PROPERTY RESTORATION—LOT 18, BLOCK 2, 1 LS PHASE 2,WEST PARK MANOR SUBDIVISION (Hutto) 171 PRIVATE PROPERTY RESTORATION —LOT 17, BLOCK 2, 1 LS PHASE 1,WEST PARK MANOR SUBDIVISION (Brissoneuad) PROPERTY RESTORATION—LOT 17, BLOCK 1, 172 PRIVATE LS PHASE 1,WEST PARK MANOR SUBDIVISION (Greer) 173 TREE REMOVAL STA. 10 +00 TO 11 +00 1 LS 174 TREE REMOVAL STA. 14 +75 TO 16 +00 1 LS A 175 TREE REMOVAL STA. 17 +50 TO 19 + 10 1 LS 176 TREE REMOVAL STA. 19 + 10 TO 21 + 00 1 LS 177 TREE REMOVAL STA. 21 +80 TO 22 + 75 1 LS u 178 TREE REMOVAL STA. 34 + 00 TO 34 + 50 1 LS srk 179 TREE REMOVAL STA. 37 +25 TO 37+50 1 LS u: 180 TREE REMOVAL STA.41 +00 TO 42 + 50 1 LS a 181 TREE REMOVAL STA.47 +00 TO 48 +00 1 LS .�1 = T 182 TREE REMOVAL STA.59 +75 TO 61 +00 1 LS RELOCATE EXISTING LIGHT POLE, LUMINAIRE, AND ? 183 BRACKET; PROVIDE NEW CONCRETE BASE 2 EA 184 INSTALL NEW LIGHT POLE, LUMINAIRE, BRACKET AND 28 EA 3: CONCRETE BASE INSTALL NEW UTILITY SERVICE ASSEMBLY INCLUDING METER SOCKET, MAIN BREAKERS, PHOTOCELL, LIGHTING 185 CONTROLS,ALL MOUNTED ON UNISTRUT BRACKETS, PLUS 2 EA 2" PVC, TRENCH AND BACKFILL TO UTILITY POLE 186 INSTALL FLUSH, IN-GROUND PULL BOX(HANDHOLE) FOR 6 EA 1 CABLE PULLING 187 INSTALL 1" PVC CONDUIT W/2-#6 CU, 1 -#8 GND 9,400 LF f TOTAL UNIT PRICE BID-SCHEDULE 1 Schedule 1 Total Bid in Figures: 3,4w Section 00300— Page 8 of 17— Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1_bid_form.doc 2/2/2006 SCHEDULE 2 ON SANITARY SEWER BID SHEET The Bid for the following items in Schedule 2 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all t temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. T - e Item Description Estimated Unit Unit Total No. Quantity Price Price 201 8" SANITARY SEWER 1,200 LF 202 24" SANITARY SEWER 220 LF 203 REPLACE 15"SANITARY SEWER 570 LF 204 CONNECT TO EXISTING SS MH - N.19T"AVENUE 1 EA 205 48"x 5' BASIC SS MANHOLE 5 EA 60' X 5' BASIC SS MANHOLE W/ CONNECT TO 206 EXISTING MAIN 6 EA 207 48" SS MANHOLE—ADDITIONAL DEPTH 40 VF 208 60" SS MANHOLE—ADDITIONAL DEPTH 45 VF g: 209 6" SEWER SERVICE EXTENSIONS (RIGHT) 2 EA TOTAL UNIT PRICE BID - SCHEDULE 2 -21 Schedule 2 Total Bid in Figures: r n Section 00300 — Page 9 of 17— Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1_bid_form.doc 2/2/2006 ,- x „y SCHEDULE 3 WATER BID SHEET The Bid for the following items in Schedule 3 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. W Item Description Estimated Unit Unit Total a No. ^uantity Price Price 301 10"WATER MAIN 210 LF 302 8"WATER MAIN 110 LF 303 6"WATER MAIN 35 LF 10"VALVE (MJ X MJ) AND CONNECTION TO 304 2 EA EXISTING MAIN CONNECTIONS TO EXISTING MAINS INCLUDING x 305 6 EA TAPPING TEE &TAPPING VALVE LIVE TAP) u1 306 8"X 6"X 8"TEE (MJ X MJ X MJ) 3 EA 307 8" END CAP 4 EA 308 FIRE HYDRANT ASSEMBLY, IN PLACE 3 EA U 309 1"WATER SERVICE EXTENSIONS (RIGHT) 3 EA 310 WATER MAIN VERTICAL ADJUSTMENT 2 EA R A TOTAL UNIT PRICE BID -SCHEDULE 3 Schedule 3 Total Bid in Figures: „x Y" r � c Section 00300 — Page 10 of 17— Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1 _bid_form.doc x. 2/2/2006 - - - � ., �,.,_-re..vru .^s,`.x' �a..3 �`rs ,.}.a'✓f33w. ����`��-„#. ^.'. _ � 3 SCHEDULE 4 TRAFFIC SIGNAL RELATED ITEMS BID SHEET t The Bid for the following items in Schedule 4 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. wt ITEM MDT ESTIMATED UNIT TOTAL =` NO. ITEM NO. DESCRIPTION QUANTITY UNIT PRICE PRICE 400 616183000 FOUNDATION - CONCRETE 9 CY 401 616343920 CONDUIT—PLASTIC 2 IN 343 LF 402 616343924 CONDUIT— PLASTIC 2 'Yz IN 520 LF All All 403 616343930 CONDUIT—PLASTIC 3 IN 95 LF 3 ,x 404 616783002 PULL BOX - CONCRETE TYPE 2 4 EA 405 616783003 PULL BOX - CONCRETE TYPE 3 1 EA 4 406 617033814 CABLE - COPPER (16AWG14-600V) 910 LF 407 617086919 CABLE COPPER COAXIAL—VIDEO 615 LF CONDUCTOR—COPPER 1 408 617123106 AWG6-600V 551 LF 409 617123108 CONDUCTOR - COPPER 1,317 LF AW G8-600V CONDUCTOR—COPPER 410 617123110 AWG10-600V 716 LF CONTROLLER- CAB PEDESTAL 411 617233030 1 EA TYPE P A 412 617333160 SERV ASSEMB - 60 AMP 1 EA 4. 413 617363010 PHOTO ELECTRIC CONTROL 1 EA 414 617503130 SIG - TRAF 3 COL-1 WAY 12-12-12 3 EA 415 617523127 SIG - TRAF 5 COL-1 WAY 12-12-12-12 2 EA 416 617553020 SIG - PEDESTRIAN TYPE 2 4 EA 417 617603081 MODIFY CONTROLLER 1 EA 4 418 617693100 SIG STANDARD TYPE 2-A-900-0 2 EA 4 419 617763601 DETECTOPULOOP SHLD CABLE 350 LF 420 617781001 REMOVAL AND SALVAGE 1 LS Section 00300— Page 11 of 17— Addendum #1 H:\0417\035\docslSpecs\Addenda\Addendum 1 _bid_form.doc 2/2/2006 x ITEM MDT ESTIMATED UNIT TOTAL NO. ITEM NO. DESCRIPTION QUANTITY UNIT PRICE PRICE 421 617903250 PUSH BUTTON/PEDESTRIAN 2 EA >1 422 617903502 EMER PRE-EMPTION DET CABLE 240 LF 423 617763405 DETECTOR VIDEO 2 EA 424 619010480 POLES-TREATED TIMBER-CLASS 4 36 LF _fi TOTAL UNIT PRICE BID -SCHEDULE 4 Schedule 4 Total Bid in Figures: $ M SCHEDULE 5 MISCELLANEOUS ITEMS — COMMON TO ALL SCHEDULES The Bid for the following items in Schedule 5 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Description Estimated Unit Unit Total No, Quantity Price Price 501 UNDERGROUND UTILITY CROSSINGS 200 EA 502 MAINLINE CREW EXPLORATORY 50 HR 503 SMALL CREW EXPLORATORY 50 HR ALTERNATE SUBEXCAVATION AND TYPE 2 504 BEDDING 50 CY 505 ALTERNATE SUBEXCAVATION AND 5,000 CY REPLACEMENT BELOW SUBGRADE 506 TRAFFIC CONTROL 1 LS 507 EROSION CONTROL 1 LS m 508 MOBILIZATION/DEMOBILIZATION 1 LS 509 TAXES, BONDS, INSURANCE 1 LS 510 MISCELLANEOUS WORK 1 LS $30,000 $30,000 TOTAL UNIT PRICE BID -SCHEDULE 5 Schedule 5 Total Bid in Figures: s Section 00300— Page 12 of 17 — Addendum #1 H:\0417\035\does\Specs\Addend2\Addendum 1 _bid_form.doc 2/2/2006 f� ,2 M u Kl r3 0,��3� x� I l OZ S✓� I [OT 1,,d C ' �� LOT�554. BpHAS� 5 BpHAS 5 BIOC �JS BpHASE 5 A5 I D32{0 1r 4N1 4 5*. 1 51• g 11I 3156R3 R 5T0 DVp E-WREPOE EXISTINGRIGHT-O �Y5T• 30' HEDGE �t --- -- — -- — — CO Tw - — GAS.. + GAS AS GAS GAS GAS AS GAS GAS GAS z J GAS - a' k EX 10WTR EX 10WTR ® t EX 1 R EX 104r'R X. --- X APPROX TOE OF FILL SLOPE DURDy Rg Y 5j1D 55 E LOT N_ OF ANOE B DRIVEWAY� 0 REAR TRACT ��1510 E�PT�4°T R MATCH NEW RO D ITN s�B� w REMAII`� IMP ROVEMEN S . "` sM 25' CONSTRa�1 7RA� oIVISION EASE ENT `' ' -SMiCoSS�"z�.-A NOTE: RESTORE DISTURBED AREAS WITH NATIVE GRASS SEED MIXTURE. w} UE EXISTING ELECTRIC LINE FIRE HYDRANT YYO rc Ex 1OWTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE- - - CURB INLET r, EXISTING TELEPHONE LINE HEADGATE - EXISTING GAS LINE p SIGN X EXISTING FENCE LINE EXISTING CULVERT TREES }; Z?� POWER POLE SHRUBS / BRUSH ® MAIL BOX vv TELEPHONE RISER LIGHT WELL POLE WATER VALVE GUY WIRE STORM DRAIN INLET MORRISON 5110 Durston Road Ls�DMAIERLE,INC.50 0 25 50 An RICHMOND DARCEE r fi `m�°"'°-° d"�. 70 9m 1113,901 T f.*g BFA.Bmman,0.59"1•Rb (46)W-OW F..(4%)587-1176 Lot 1, Re. Tr. 7 - Smith Subd. CLIENT:RICHMOND DARCEE IN FEET FIELD WORK: DATE:4/11/05 PLOTTED DATE: Feb/02/2006 - 11:56:11 am DRAWING NAME:.SS-T17 (5110 D—t-) DRAWN BY: SMR SCALE: H:\0417\035\dots\Specs\Addend.\PROPERTY EXH161TS_ADDENDU t.J,, CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF Ptor eo 9r smo mberg S r ( w' K 1 �LOCK , BLOC' ( -o�x BLOCK 1 BL ASE 1 Bj 0 SE 1 ��B SE 1 LOT 6 1 LOT 7 1 LOT S HAS pN PHA PHA BLOCK1aLOCK 1 BLOCK 1 oDIL 2b1arn 2610 2s0�IL PHASE PHASE ASE 1 5f. ST. OOIL DAFFODIL 25 g t4 Sf. ST. DAFFODIL 5T' e v O F-WAY GAS GAS GAS GAS GAS GASH GAS GAS GAS GAS GAS G EX-75 EX I 55S 5SS -1 E; EX OWTR EX 10WTR EX 10Mfi�—`— tiVYfR EX 10W�R O ' to APPROX TOE OF ►LL SLOPE 51r1 DR. u41TD" 5570 RD w >T� Q 0�RD �j "nu'�ro 22.,O LOT g LOT y 147 BLCC� 5 B�aF y 15 CONSTRUCTION REMOVE EXISTING WOOD NOTE: WORK AREA PICKET FENCE AND RESTORE DISTURBED AREAS WITH SOD. REPLACE TO THE PROPERTY LINE AND REPAIR AS NECESSARY TO MATCH EXISTING FENCE. UE EXISTING ELECTRIC LINE FIRE HYDRANT EX 1OWTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET — - DEL- _.- ------ - EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE __.. . _ SIGN x EXISTING FENCE LINE —�— - - - -- TREES EXISTING CULVERT POWER POLE ] SHRUBS BRUSH ® MAIL BOX T j TELEPHONE RISER LIGHT POLE 0 WATER VALVE WELL 1 { GUY WIRE STORM DRAIN INLET ,I L MORRISON `l Is — =R 519 Western Dr. MAIERLE,iNc. P�`� "Cr s,= Joyner, Wayne & Susan Po 90 1113,901 T.h.ro V BW. : �.svn,.Pam.:(,06)M,-nnt far.(46)587- 2 Lot 8, Block 5 - Western Subd. CLIENT: IN FEET FIELD WORK: DATE:4/11/05 PLOTTED DATE: Feb/02/2006 — 12:58:35 pm DRAWN BY: SMR SCALE: DRAWING NAME: WS—L885 (519 western) H:\0417\035\docs\Specs\Addenda\PROPERTY EXHIBITS_ADDENOU i:dwg CHECKED BY:GJS PROD #:0417.035 SHEET 1 OF 1 PLOTTED BY:cbrowner ._ .._ ,......-._. , ... ...... .0 .... REGRADE DRIVEWAY REMOVE EXISTING RAIL WOOD FENCE TO MATCH NEW ROAD 30' RIGHT- AND REPLACE TO THE PROPERTY LINE IMPROVEMENTS OF-WAY WITH NEW MATCHING STYLE FENCE. rm. nxa. � OG 1 LOT': p( 7 $ L01 g 1_ ptpKO Lpr 11 HA LACK 1 L pCK 1 L 3K SLpp c BLO pCK" g 1 L E 1 ;BL PHASE BL ASS zed r3 AS SE s P 10 PH jyp(t Z 51S P 25 OIL ?5p5p1L 2507 IL $j pglL 1 i, IL ', T. WE GASg GAS GAS GABS GAS GAS G5 CAS GAS AS GAS 5M IT- EX 10WiR 1R — 1 �iR m c om ` 5,9 a,2 4 I TRIM EX9STlNG TREE FOR t N DR 2 T0t1 g57 -0URRD SIDEWALK LOT 8 Q l LpT �'° s 240T�N pT 5 R L •:$LOCK L zD LACK APPROX TOE REGRADE AND RESTORE 15 CONSTRUCTION OF FILL SLOPE EXISTING DRIVEWAY. REMOVE EXISTING RAIL WOOD WORK AREA REMOVE EXISTING TREE FENCE AND REPLACE TO THE PROPERTY LINE WITH NEW MATCHING STYLE FENCE. NOTE: RESTORE AND RESEED ALL DISTURBED AREAS — L'E EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1OWTR EXISTING WATER LINE ' SEWER MANHOLE - - EXISTING SEWER LINE CURB INLET -- ---- -------- EXISTING TELEPHONE LINE HEADGATE 1 - EXISTING GAS LINE —o— SIGN — x EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX N" TELEPHONE RISER LIGHT POLE wv O WELL �Q WATER VALVE —QF GUY WIRE STORM DRAIN INLET MORRISON "�" """ 2412 Durston Road suxmoas PVNNEAS MAIERLE,INC. �NLE 1415 McCandless Frank & A.M. 50 0 25 50 ""a SO -°W.59"'°y vo eA nu,sm iK w.d.e�:.mm.W.ssm•vn :(ws)sm-arn ,o.:( )se7-1176 Lot 8, Block 6 - Western. Subd. CLIENT: IN FEET ) PLOTTED DATE: Feb/02/2006 — 12:31:32 pm q FIELD WORK: DATE:4/11/OS DRAWING NAME: wS— see (2412 Du,ston) DRAWN BY: SMR .SCALE: H:\0417\035\does\Specs\Addenda\PROPERTY E%HISITS_ADDENDU t.dwg'" CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF PL07MD 6Y:e Ia be,g y n+i REPLACE DRIVEWAY TO MATCH NEW ROAD IMPROVEMENTS g T � ,, �9 I � 7 � � LoT 1 �0 T LOT 1 LET LOCH �r �pC� pG " I I 502 xBLO K 9 B NAB 1 N,A F gL ASr; ) PHASE2510 os � ODIE25 FOOIL 02pIC AFf071L ST.` DA 5' St' a IMF 30' SIGHT OF ' _r�AY. � € GAS G,a GAS GAS GAS GAS S .GAS — E 5S5 u {.i' — GAS GAS i"C-155S €J 10WYR - _ 1TRX 1,aMR, / O v� GAS GAS GAS R 777 ��1 S�t�R00K 412ON 1 2 WIL a s R� 240TON h x cn Lob APPROX TOE R LflT DO D ''!! gL� r . 31 OF FILL SLOPE � ��� 15 CONSTRUCTION i REMOVE EXISTING FENCE AND WORK AREA REPLACE TO THE PROPERTY LINE ADJUST AND REPAIR EXISTING WITH NEW CHAIN LINK FENCE. SPRINKLER SYSTEM TO MATCH PROPERTY LINE AND NEW FINISHED GRADE IN DISTURBED NOTE: AREAS RESTORE ALL DISTURBED AREAS WITH NEW SOD ---LIE — EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1OWTR EXISTING WATER LINE SEWER MANHOLE -- EXISTING SEWER LINE " CURB INLET -- TEL----- - - EXISTING TELEPHONE LINE HEADGATE - - - EXISTING GAS LINE —a— SIGN x EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX TELEPHONE RISER LIGHT POLE WATER VALVE O® WELL t GUY WIRE STORM DRAIN INLET o MORRISON SSM. 60RvMeR 2406 Durston Road 000 MAIERLE,INC. 5N EBBg99 50 0 25 50 -�- • z(�abeth Mid PO B.1713,901 Lr BM,8.1—W.59"1.PMx(406)W-0771 Fm,,(406)597-1176 Lot 8, Block 2 - Kable Subd. CLIENT: PLOTTED DATE: Feb/02/2006 - 12:08:58 pm \ IN FEET FIELD WORK- DATE:4/11/05 DRAWING NAME: KS-LB82 (240e 0u ton) DRAWN BY: SMR SCALE: H:\0417\035\dots\Specs\Addenda\PROPERTY EXHIBITS_AODENDU CHECKED BY:GJS PROJ #:0417.035 I SHEET 1 OF 1 PLOTTED BY:ammmnerq L. 4�@ j s LOT ASPHALT DRIVE111AY. ` .-REGRADEFROM BACK OF SIDEWALK ISTING GRADE"OWJ , URFAG#IMTYPE'`AND WIDTH OF THE EXISIG DRIVEWAY SURFACE :v � _ �z r i — — x .CAS GAS .Gas GAS GAS GAS GAs GAS W - — m I GAS 4_ EX OWTR EX s'10P,71k? EX-7 OWTR — G� Srt 3 y t r - 15' CONSTRUCTION =` . ... - APPROX TOE .WORK AREA B OF FILL SLOPE 1135 TRAGr REMOVE 2 LARGE TREES, 2 ROCK PLANTERS, AND YARD LIGHT. REPLACE TO BOULEVARD AND PROPERTY SIDE OF SIDEWALK. RELOCATE FENCE AS NECESSARY TO ACCOMODATE. RESTORE ALL DISTURBED AREAS WITH SOD A uE EXISTING ELECTRIC LINE FIRE HYDRANT EX 1OWTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE _ CURB INLET -- -- F'.-------- EXISTING TELEPHONE LINE HEADGATE ` EXISTING GAS LINE —�— SIGN x EXISTING FENCE LINE TREES EXISTING CULVERT POWER POLE SHRUBS / BRUSH MAIL BOX LIGHT POLE wv TELEPHONE RISER O WELL WATER VALVE a r GUY WIRE STORM DRAIN INLET 6�]MORRISON sa 2308 Durston Road MAIERLE,INC. �K E"19 5 WESTERN SHAMBALA INC 50 0 25 50 An amp.._o m.d���v e0 eor.1+u.s0 1K ma e�.�.rrt,ssn+.vnaK:Iws7 sm-am N.:U0e)say-ins Tr. B COS1817 CLIENT: IN FEET FIELD WORK: DATE:4/11/05 PLOTTED DATE: Feb/02/2006 - 12:09:41 pm DRAWING NAME: clan-nB (2308 Durston) DRAWN BY: SYR SCALE: H:\0417\035\dots\Specs\Addenda\PROPERTY EXHIBITS-AODENDU: 1.dwg CHECKED BY:GJS PROJ #;0417.035 SHEET 1 OF 1 PLOTTED BY:—Io be.9 r, NOTE: ADJUST THE EXISTING 3 DRIVEWAY ALL LARGE TREES TO REMAIN. FTO PPROACHES AND THE FIELD APPROACH MATCH THE SURFACE TYPE AND WIDTH REMOVE APPROX. 5 ' OF HEDGE WHERE OF THE EXISTING; APPROACHES TO THE NEW SIDEWALK CROSSES EACH HEDGE. NEW ROAD IMPROVEMENTS. RESTORE ALL DISTURBED AREAS WITH NATIVE SEED MIX. l 20' CONSTRUCTION WORK AREA ry �JrjA�J viS10N 1 2305 DU M x- E}y SjJ ✓ y r s ANNIE 20' , I rx Ivn�, ,x Irna" iwrR ex io.rrr —�s�c*n{— - I5 50'.RIGHT- �( k TRp�T �I RSC 1 g55 CA�=WAY y TRACT ��� COS 8 CO CCS r; APPROX TOE OF FILL SLOPE A FILL SLOPE WILL BE CONSTRUCTED AT AN APPROXIMATE 4.1 SLOPE TO MATCH THE NEW ROADWAY TO THE EXISTING GRADE OF THE PROPERTY ON THE EAST SIDE OF THE LOT, REMOVE AND REPLACE EXISTING FIELD FENCE AND GATE TO THE PROPERTY LINE. RESTORE ALL DISTURBED AREAS WITH NATIVE SEED MIX. UE EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1OWTR EXISTING WATER LINE SEWER MANHOLE - - EXISTING SEWER LINE CURB INLET EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE -� SIGN — X EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS BRUSH ® MAIL BOX LIGHT POLE i TELEPHONE RISER O wV WELL WATER VALVE GUY WIRE STORM DRAIN INLET O MORRISON � R= sU�oRS 2305 Durston Road PL En 00 0 50 oo , am IERLE,Irrc. �N E,9s n Smith, Roger & Rosland Po 8.,1113,R„ Wd.B.—W.5877/.Pam.Imo)5V_3721 1.:1406,58,_„'6 Lot 1, Phase 2 - Annie Subd. ( IN FEET ) CLIENT: PLOTTED DATE: Feb/02/2006 - 11:56:44 am FIELD WORK: DATE:4/11/0` DRAWN BY' SMR DRAWING NAME: AS2-u (2305 D—tdn) SCALE: H:\0417\035\dots\Specs\Addenda\PROPERTY EXHIBITS_AODENOU CHECKEC BY:GJS PROD #:0417.035 SHEET 1 OF 1 PLOTTED Bla—Il b-g All m'pmpj A" y WIR Y_. _ .. .. x I t T��3�i�1S14� pLA FND� Op SIGN A�­ 503[)1 11 ;f f fF"t eat 0 x TRIM 3 BUSHES (IF NECESSARY) "TO ACCOMMODATE SIDEWALK WORK, 30' RIGHT-OF-WAY Al .,A - _ wrR wv EX 1OWrR EX 10WTR —_—� ; e ri 52t.52y4 OOK p2tet A I W �oT 182 a .. BLOCK 2 g e2n Ate, EW°pcK ? . PHASE ; N' pHAS� r . 5 CONSTRUCTION WORK AREA NOTE: RESTORE AREAS DISTURBED DURING SIDEWALK REPLACEMENT WITH SOD. UE EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1OWTR EXISTING WATER LINE Y SEWER MANHOLE EXISTING SEWER LINE CURB INLET ------- TE.! --- -- ---- EXISTING TELEPHONE LINE HEADGATE - EXISTING GAS LINE —� SIGN x EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS BRUSH ® MAIL BOX LIGHT POLE wv TELEPHONE RISER WELL WATER VALVE GUY WIRE STORM DRAIN INLET g MORRISON 522 N. 21 st Ave. SUINE19A5 PW RS RAIERLEJNC. "CE 1815 Hutto Linda 50 0 25 50 "''`"' °° "° , Po�.III],931 i Nohq 9N,Bo,n m W.Wn,.Pam:t.N,�,_J�1 "o.: �,_,,,6 Lot 18, Blk 2 West Park Manor CLIENT: / IN FEET FIELD WORK: DATE:4/i 1/O5 PLOTTED DATE: Feb/02/2006 12:34:36 pm \ DRAWING NAME: WPM2—uee2 (522 N, 21,t) DRAWN BY; JMR SCALE: H:\0417\035\dots\Specs\Addendo\PROPERTY EXHIBITS—ADDENDL) 1.dwg CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF 1 PLOT-ED BY::;;am� '> I mpwfm SR�gpIVISI0P1 C' A"ENOED OF 'ViSION, -)IV1 SJsANN PHA5E—L s 51-O 0 6 R5 —135 -4 )i MINiU r*- HOU� OAD 5�� �R GREY REMOVE EXISTING LANDSCAPE BARRIER POSTS 30' RIGHT- 0 F-WAY A lu NSTRU ION WORK AREA.--'— GAS EX I OWTR WV wV EX 10 EX 0VrrR EX I OWTR 0" A T 4 LOT LoT BLOCKS 2 BLOCK I CK BLS ............ N,20t pHASE pHASE PHA Y" REMOVE AND REPLACE EXISTING DRIVEWAY APPROACH ON N. 20th "S" EXISTING HEDGE AND AVE. SHALL BE REPLACED TO A 27' THROAT 'J ROCK GARDEN TO WITHIN WIDTH TO MATCH THE SURFACE TYPE AND PROPERTY LINE WIDTH OF THE EXISTING APPROACH, APPROX. 52 L.F. OF N. 20th AVE. SIDEWALK ADJUST AND REPAIR EXISTNG SPRINKLER SYSTEM SHALL BE ADJUSTED AND REPAIRED TO TO MATCH PROPERTY LINE AND FINISHED GRADE. MATCH FINISH GRADE ON SOUTH SIDE OF RESTORE ALL DISTURBED AREAS WITH SOD NEW SIDEWALK. u E EXISTING ELECTRIC LINE Y, FIRE HYDRANT EX 1 OWTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET TELEPHONE LINE TLEL' EXISTING 1 HEADGATE EXISTING GAS LINE EXIS SIGN x EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS BRUSH -A MAIL BOX I Fi TELEPHONE RISER LIGHT POLE wV WATER VALVE WELL q GUY WIRE STORM DRAIN INLET E—ZRS S. MORRISON 523 - 525 No. 20th Ave. "F" I�'t NCE 13�IAIERLEJNC. Brissonneaud, Morgan, Ehlers 50 0 25 50 Po B 1113,90'7Kb"RK 9—'W.N71 Phone(406)587-9ni Tw:j4M)667-1176 Lot 17, Blk 2 West Park Manor CLIENT: PLOTTED DATE: Feb/02/2006 IN FEET FIELD WORK: DATE:4/11/05 12:13:45 pm DRAWING NAME: WPM1—L1782 (523 N 20th) DRAWN BY: SMR SCALE:— H:\0417\035\d.cs\Spec$\Addendo\PRDPERTY EXHIBITS—ADDENDU I.d.g CHECKED E3Y:GJS PPOJ #:0417.035 SHEET 1 OF 1 PLOT7ED By:—I�b.,g 'IM 'ONIMYtlO OI dIa0S l � G C :M0i.00NION000tl AB 31VO NOI 31v3s.VIOOA 9L11-L99(90Y):xo! 1ZLO-199(90t):-4d LLs9)n' = e "Pie sae i los ru.98 od OM3IA3a v 83HSV13 ONINdYM 30NVA 0V 3( no f �zqQ'30 Q fiuvdn�-"A-gws kr mO 3t SO Sl 40 '3Atl0SY6l 30NIS N Hj ( jI F SH3NNtlld E -ST07—:AB'addtldNV1NOW1VNIMtlO SO3 ! n c NO HONI 3NO S3OStl NM3Z08 MO138 3Nn G33nC38 0,NH0 38 AVM SANI?d 3S3Ht S1StNWIS 30VNDIS ONV ONIdRllS SN3NKKI NOsILLo —:A8 NMVUG SNOISIMS ad0N Noisd la M �z ZI Z Z ZO 0- Q m O U O W Q o w U o0 2 m H O m a�2 � Z_ Z Z O J W p~ 2 W 2 O ~ S W W m z m W (n In U + J W Q O w O W g F Q Of O - ozW z_ Q o�V,¢JO))o Cc, aC � QOv VQ. II W a Q ' c3 a UQJ U z z mOO U W W LJ W 0K m < O 2 U U) O CD +n cn coW ¢ ~OW + C ¢ aO W O W W O O U Wn LU `: m XLi N U 3: m W O_ J O_ N 0 ¢ 0 ax � z � mQO XW � J UN W mQ a_ Li J Wd � O uj C U ¢� <>- o:M - ZUO > ¢ . wl- U)) O OZOW �~ a00 L) -t Woo U Li U z i� cn 2 N U- ZJQ a (� u 1 - Al 0 0 c j � N = in o I I e: J Q W W > 0_ O cn m Q O U + 0 s z O Z¢ W Z O W W = Z D 2 W UW LL) WOQ W� 0 V) D'J mZc', <<: LLJ 3 4 + D )I U 2 W �OF N~ �F- • I O Z Z N D O o+1zw II I a' Z 0_ CD W z O mz N OV)J z o � � wmW Q o0 � a Q LLJ � z Z oUz O � �xD_ 0-1¢2f ¢w0 Qa ) ( m = CO mO¢ U O W O Z cCD az ui O 46+00-....._L.........- z m D O N H¢ W O CD z 3nV u36$ -No - O Z Q ¢O 0_=w w I wa LLJw s` ¢Q OW Oo W D_UQ: zZ< w � osz uamw = O¢ m � zo r = i I OWw ow W Q LLJ 0 m D_ L'] H-m to < O _ D �► ag ZWH ¢ Q ° v a t o + 0o 0OW �a ° z CL O Ujof O o I Q w � 0-D Q � D O o > O 9 11 0'6z I � ' �� °" z U) z0 as z �^ '.HnV 11158 N I I'HAV 7SZ N x N _.... _.. ..._I...44+00 I _.__........ � U N� I .... _.._..__......_._-..._..LL._ , 18 0'SZ 69+£b V1S 9 W ¢ W i ~ L a ¢ CDQ ¢X J U 3IlfvZt 4 + O I ¢tz�U U(,3 mid' In # R[O qq N LL Z W p O N Q �F Q U U (L ti o z Q Q z cr- \ Q O 1 O w 4 + 0 Z ° U . W ° or ° D CJ Itl U D N O ¢Of I v CD J J a a: a- b# 2inod O r QV N wd 0+:LGbO - 900z/9z/NDf - MP*H3HSVl3 C130NVAGV\S-IlVi30\avoV\S£0\Lti O\:H PROJECT MANUAL FOR DURSTON ROAD IMPROVEMENTS CITY OF BOZEMAN BOZEMAN, MONTANA LLat_JL..I+_ J D R1_t�uc Prepared by: An Employee-Owned Company tkk- 901 city s ce Morrison-Maierle, Inc.Technology Blvd. Proj r PO Box 1113 ect n �—� Bozeman, MT 59771-1113 / nTechnical ager / Se n-snt( Phone: 406-587-0721 Project Principal Fax: 406-587-1176 CA No. Chief Engineer Approval January 2006 Date Project Number t 111�l111#rt'r a44`x x ,�£rrrr The completed and approved decal shall be attached to the inside cover of reports.studies and specifications and to the + ar We sheet of all plan,.Doctxnents are not to be released mlt out the Chiet Engineer's approval y I. M �t����rr>t/i�►ssaaa [ SEAL ] Written By: GJS Checked Bv: , CEB Approved by: [Proj6Et Ma ager or Project Principal] PROJECT NO: 0417.035.040.0310 H:\0417\035\docs\Specs\cover2.doc 1/9/06 TABLE OF CONTENTS DURSTON ROAD IMPROVEMENTS PROJECT MANUAL SECTION TITLE DIVISION 0 — BIDDING REQUIREMENTS, CONTRACT FORMS AND DOCUMENTS WHITE PAPER 00100 INVITATION TO BID 00200 INSTRUCTIONS TO BIDDERS YELLOW PAPER 00300 BID FORM 00430 BID BOND FORM (EJCDC No. C-430, 200.2 Edition) WHITE PAPER 00500 AGREEMENT FORM 00610 PERFORMANCE BOND (EJCDC No. C-610, 2002 Edition) 00615 PAYMENT BOND (EJCDC No. C-615, 2002 Edition) BLUE PAPER 00700 STANDARD GENERAL CONDITIONS FOR THE CONSTRUCTION CONTRACT 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS PINK PAPER PREVAILING WAGE RATES (MT. Dept. Of Labor & Industry) WHITE PAPER MISCELLANEOUS FORMS INFORMATION REQUIRED OF BIDDERS NOTICE OF AWARD NOTICE TO PROCEED CHANGE ORDER FIELD ORDER WORK CHANGE DIRECTIVE ORDER TO CONTRACTOR TO SUSPEND WORK ORDER TO CONTRACTOR TO RESUME WORK APPLICATION FOR PAYMENT CERTIFICATE OF SUBSTANTIAL COMPLETION CONTRACTORS CERTIFICATE AND RELEASE GREEN COVER/WHITE PAPER CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, FIFTH EDITION, MARCH 2O04 YELLOW PAPER 00910 SPECIAL PROVISIONS Table of Contents— Page 1 of 4 H A0417\035\docs\specs\toc.doc 1/12/2006 TABLE OF CONTENTS - CONT'D DURSTON ROAD IMPROVEMENTS PROJECT MANUAL GREEN PAPER TECHNICAL SPECIFICATIONS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS The Montana Public Works Standard Specifications (MPWSS), Fifth Edition, March 2003, shall apply on this project, subject to the modifications and additions provided in the City of Bozeman Modifications to Montana Public Works Standard Specifications, Fifth Edition, dated March 2004, including Addendum No. 1. All of the above are incorporated herein by reference and shall be subject to the modifications and additions provided in the following Technical Specifications. The asterisked (*) MPWSS technical sections have been specifically identified in this Table of Contents for convenience, but are not bound in this Project Manual. SECTION TITLE DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 Summary of Work SECTION 01019 Contract Considerations SECTION 01025 Measurement and Payment SECTION 01027 Application for Payment Consent of Surety Company to Final Payment SECTION 01035 Change Order Procedures SECTION 01041 Project Coordination SECTION 01050 Field Engineering/Survey Request for Staking Concrete Pour Checklist Form Valve/Hydrant Operation Request Form *SECTION 01090 References SECTION 01200 Coordination and Meetings SECTION 01300 Submittals SECTION 01400 Contractor Quality Control And Owner Quality Assurance SECTION 01500 Construction Facilities and Temporary Controls SECTION 01560 Environmental Quality Control SECTION 01570 Construction Traffic Control SECTION 01600 Materials and Equipment SECTION 01700 Contract Closeout SECTION 01770 Substantial Completion Table of Contents— Page 2 of 4 H A0417\035\docs\Specs\toc.doc 1/12/06 TABLE OF CONTENTS — CONT'D DURSTON ROAD IMPROVEMENTS PROJECT MANUAL SECTION TITLE DIVISION 2 - SITEWORK SECTIONS 02100 — SITE PREPARATION *SECTION 02110 Geotextiles *SECTION 02112 Removal of Existing Pavement, Concrete, Curb, Sidewalk, Driveway and/or Structures *SECTION 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes, Water Services and Fire Hydrants to Grade *SECTION 02114 Relocating or Removing Utility Poles, Street Signs and Mailboxes SECTIONS 02200 - EARTHWORK *SECTION 02221 Trench Excavation and Backfill for Pipelines and Appurtenant Structures *SECTION 02222 Low Permeability Trench Backfill Plugs *SECTION 02225 Flowable Fill *SECTION 02230 Street Excavation, Backfill and Compaction *SECTION 02234 Sub Base Course *SECTION 02235 Crushed Base Course SECTIONS 02500 - PAVING AND SURFACING *SECTION 02504 Asphalt Seal Coat *SECTION 02505 Construction Seal *SECTION 02510 Asphalt Concrete Pavement *SECTION 02515 Portland Cement Concrete Pavement *SECTION 02528 Concrete Curb and Gutter *SECTION 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters and Miscellaneous New Concrete Construction *SECTION 02581 Pavement Markings and Markers (Pre-Formed Plastic, Paints, and Enamels) *SECTION 02582 Reflective Thermoplastic Pavement Markings SECTIONS 02600 —WATER DISTRIBUTION *SECTION 02660 Water Distribution Systems SECTIONS 02700 — SEWERAGE AND DRAINAGE *SECTION 02720 Storm Drain Systems *SECTION 02730 Sanitary Sewer Collection System Table of Contents—Page 3 of 4 H:\0417\035\doGs\SPecs\toc.doc 1/12/06 TABLE OF CONTENTS — CONT'D DURSTON ROAD IMPROVEMENTS PROJECT MANUAL SECTION TITLE SECTIONS 02900 - LANDSCAPING SECTION 02910 Seeding ,SECTION 02920 Hydraulic Seeding DIVISION 3 - CONCRETE SECTIONS 03200 - CONCRETE REINFORCEMENT ,SEC I ION 03210 Reinforcing Steel ,SECTION 03310 Structural Concrete DIVISION 16 - ELECTRICAL SECTION 16945 BASIC ELECTRIAL REQUIREMENTS SECTION 16050 BASIC MATERIAL AND METHODS SECTION 16521 EXTERIOR LIGHTING WHITE PAPER APPENDICES The following Appendices are bound in this Project Manual. APPENDIX A GEOTECHNICAL INVESTIGATION REPORT APPENDIX B STORM WATER DISCHARGE PERMIT (Notice of Intent, under the General Permit for Storm Water Associated with Construction Activity). ➢ Notice of Intent (NOI) Form ➢ Storm Water Pollution Prevention Plan (SWPPP) ➢ Notice of Termination (NOT) Form APPENDIX C • MPDES APPLICATION TO DISCHARGE - SHORT FORM C • APPLICATION FOR SHORT TERM WATER QUALITY STANDARD FOR TURBIDITY (318 PERMIT) END OF TABLE OF CONTENTS Table of Contents— Page 4 of 4 H A0417\035\docs\sPecs\toc.doc 1/12/06 SECTION 00100 INVITATION TO BID Separate sealed bids for construction of the Durston Road Improvements, Bozeman, Montana, will be received by the City of Bozeman at the office of the City Clerk, City Hall, 411 East Main, Bozeman, MT 59715 until 2:00 PM local time on Tuesday, February 7, 2006, and then publicly opened and read aloud. The project generally consists of, but is not necessarily limited to, the following major items: Reconstruction of approximately 5,200 lineal feet of existing roadway including but not limited to; water, sewer and storm upgrades. The contract documents consisting of full size Drawings and Project Manual may be examined or obtained at the office of Morrison-Maierle, Inc. 901 Technology Blvd., Bozeman, Montana. Required deposit is $100.00 per set, which is not refundable, by regular mail or United Parcel Service (UPS). Payment of an additional $20.00 is required for express mail. In addition, the Drawings and Project Manual may also be examined at the following locations: • Bozeman City Engineers Office, Al Stiff Professional Building, 20 East Olive, Bozeman, Montana, • Builder's Exchanges located in Bozeman, Billings, Butte, Great Falls, Helena, Kalispell and Missoula, and • The offices of the consulting engineer, Morrison-Maierle, Inc., located at: 901 Technology Blvd., Bozeman, Montana 1 Engineering Place, Helena, Montana 1321 8th Avenue N, Great Falls, Montana 2020 Grand Avenue, Billings, Montana 1228 Whitefish Stage Road, Kalispell, Montana 306 West Railroad Street, Ste 105, Missoula, Montana There will be a Pre-Bid Conference at the office of City of Bozeman Engineering Office, 20 E. Olive St., Bozeman, MT at 9:00 AM local time on Tuesday, January 31, 2006. Interested CONTRACTORS are encouraged to attend. CONTRACTOR(s) and any of the CONTRACTOR' subcontractors bidding on this project will be required to obtain registration with the Montana Department of Labor and Invitation to Bid - 00100 - Page 1 of 3 HAD417\035\docs\Specs\Div 0\00100_invite_bid.doc 1/6/06 Industry (DLI). Forms for registration are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. CONTRACTOR's are required to have registered with the DLI prior to bidding on this project. All laborers and mechanics employed by CONTRACTOR(s) or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of the United States and the State of Montana in accordance with the schedule of Montana Prevailing Wage Rates established by the Montana Department of Labor and Industry included in the Project Manual. The CONTRACTOR must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex or national origin. Each Bid must be accompanied by Bid security made payable to the City of Bozeman in an amount of ten percent (10%) of Bidder's maximum Bid price and in the form of cash, a cashier's check, certified check, bank money order, or bank draft, in any case drawn and issued by a national banking association located in Montana or by any banking corporation incorporated under the laws of Montana; or a Bid Bond on the form included in the contract documents issued by a surety authorized to do business in Montana meeting the requirements of paragraphs 5.01 and 5.02 of the General Conditions. Bid Bonds shall be countersigned by a Resident Montana Agent. Successful BIDDERS shall furnish an approved Construction Performance Bond and a Construction (Labor and Materials) Payment Bond, each in the amount of one hundred percent (100%) of the contract amount. Insurance as required shall be provided by the successful BIDDER(s) and a certificate(s) of that insurance shall be provided. No bid may be withdrawn after the scheduled time for the public opening of the Bids specified above. The right is reserved to reject any or all Proposals received, to waive informalities, to postpone the award of the contract for a period of not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of the City of Bozeman. The CITY OF BOZEMAN, MONTANA is an Equal Opportunity Employer. Invitation to Bid -00100 - Page 2 of 3 H:\0417\035\docs\SPecs\Div 0\00100_invite_bid.doc 1/6/06 Dated this 4th day of January 2006. Robin Sullivan City Clerk (Title) Address: 411 East Main Bozeman, Montana 59715 Publication Dates: Bozeman Daily Chronicle Wednesday, January 11, 2006 Sunday, January 29, 2006 Invitation to Bid -00100- Page 3 of 3 H:\0417\035\docs\specs\Div 0\00100_invite_bid.doc 1/6/06 t _ i '. i_.t SECTION 00200 INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS ARTICLE 1 - DEFINED TERMS ......................................................................................3 ARTICLE 2 - COPIES OF BIDDING DOCUMENTS ........................................................3 ARTICLE 3 - QUALIFICATIONS OF BIDDERS...............................................................3 ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, ANDSITE ........................................................................................ ARTICLE 5 - PRE-BID CONFERENCE ...........................................................................7 ARTICLE 6 - SITE AND OTHER AREAS ........................................................................7 ARTICLE 7 - INTERPRETATIONS AND ADDENDA.......................................................7 ARTICLE 8 - BID SECURITY ..........................................................................................8 ARTICLE 9 - CONTRACT TIMES....................................................................................8 ARTICLE 10 - LIQUIDATED DAMAGES .........................................................................8 ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS.................................................9 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS ...............................9 ARTICLE 13 - PREPARATION OF BID.........................................................................10 ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS...........................................11 ARTICLE 15 - SUBMITTAL OF BID ..............................................................................12 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID.......................................13 ARTICLE 17 - OPENING OF BIDS................................................................................14 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE..................................14 ARTICLE 19 - EVALUATION OF BIDS AND AWARD OF CONTRACT.......................14 ARTICLE 20 - CONTRACT SECURITY AND INSURANCE..........................................15 ARTICLE 21 - SIGNING OF AGREEMENT...................................................................16 ARTICLE 22 - MONTANA STATE LAWS AND REGULATIONS...................................16 Instructions to Bidders -00200- Page 1 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 116/06 ARTICLE 23 - MPW STANDARD SPECIFICATIONS ...................................................17 ARTICLE 24 - COMPLIANCE WITH LABOR STANDARDS AND WAGE RATE REQUIREMENTS ...................................................................................17 ARTICLE 25 - DELETED...............................................................................................18 ARTICLE 26 - DELETED...............................................................................................18 ARTICLE 27 - RETAINAGE...........................................................................................18 ARTICLE 28 - DELETED..............................................................................................18 ARTICLE 29 - BOZEMAN BUSINESS LICENSE ..........................................................18 ARTICLE 30 - PAYMENTS AND BIDDER BREAKDOWN OF BIDS .............................18 ARTICLE 31 - NOTICE OF APPROVAL OF PAYMENT REQUEST PROVISION ........19 ARTICLE 32 - NOTICE OF EXTENDED PAYMENT PROVISION ................................19 Instructions to Bidders-00200- Page 2 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 116/06 SECTION 00200 INSTRUCTION TO BIDDERS ARTICLE 1 - DEFINED TERMS 1 .01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof: A. Bidder--The individual or entity who submits a Bid directly to OWNER. B. Issuing Office--The office identified in the Invitation to Bid from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. C. Successful Bidder--The.lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office. The deposit will not be refunded. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, within five (5) days of OWNER's request, Bidder shall submit written evidence such as financial data, previous experience in performing comparable work, business and technical organization, present commitments, and such other data as may be called for below or in the Supplementary Conditions. A. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. No Bidder will be acceptable if he is engaged in any other work which impairs his ability of meeting all requirements herein stipulated. Instructions to Bidders-00200- Page 3 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 B. In determining the lowest responsible bid, the following elements will be considered; whether the Bidder involved: 1. maintains a permanent place of business; 2. has adequate plant and equipment to do the work properly and expeditiously; 3. has a suitable financial status to meet obligations incident to the work; and 4. has appropriate technical experience. C. Each Bidder may be required to show that former work performed by him has been handled in such a manner that there are no just or proper claims pending against such work. No Bidder will be acceptable if he is engaged on any other work which impairs his ability to finance this contract. The Bidder shall demonstrate his ability by meeting all requirements herein stipulated, if asked for them. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that ENGINEER has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in the Supplementary Conditions will be made available by OWNER for examination by any Bidder at the Issuing Office on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions (if any). Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities, Instructions to Bidders -00200- Page 4 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 including OWNER, or others. OWNER and ENGINEER do not assume responsibility for the accuracy or completeness thereof unless expressly provided otherwise elsewhere. 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any,that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in the Supplementary Conditions will be made available by OWNER for examination by any Bidder at the Issuing Office on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.04 Responsibility for Adequacy of Data Furnished A. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, Underground Facilities, and other physical conditions, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions. 4.05 Access to the Site A. On request, OWNER will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill and compact all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. Bidder shall comply with all applicable Laws and Regulations relative to excavations and utility locates. 4.06 Other Work at the Site A. Reference is made to Article 7 of the Supplementary Conditions or other sections of the Project Manual for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work. Instructions to Bidders-00200- Page 5 of 19 H10417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 4.07 It is the responsibility of each Bidder before submitting a Bid to: A. Examine and carefully study the Bidding Documents, including any Addenda and the other related data identified in the Bidding Documents; B. Visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work; including but not limited to those general and local conditions affecting transportation, disposal, handling and storage facilities, availability of labor,water, power, roads, climactic conditions and seasons, physical conditions at the work Sites and project area as a whole, job site topography and ground conditions, equipment and facilities needed preliminary to and during work prosecution; C. Become familiar with and satisfy Bidder as to all Federal, State, and Local Laws and Regulations that may affect cost, progress, or performance of the Work; D. Carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E. Obtain and carefully study (or accept consequences of not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site, which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods,techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto; F. Agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary forthe determination of its Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; G. Become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; H. Correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents; Instructions to Bidders-00200- Page 6 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 I. Promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm thatthe written resolution thereof by ENGINEER is acceptable to Bidder; and J. Determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. 4.08 Representation Made by Submitting a Bid A. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and/or procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents and any written resolutions are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE 5.01 A pre-Bid conference will be held at the time, date and place specified in the Invitation to Bid. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. Questions received less than ten (10)days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Instructions to Bidders-00200 - Page 7 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. 7.03 Any addenda issued during the time of bidding, or forming a part of the Contract Documents loaned to the Bidderforthe preparation of his proposal, shall be covered in the Bid and shall be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the Bid and on the Bid Form. Any Bid in which all issued addenda are not acknowledged will be considered incomplete and will not be read. ARTICLE 8 - BID SECURITY 8.01 A Bid must be accompanied by Bid Security made payable to OWNER in an amount of ten percent (10%) of Bidder's maximum Bid price and in the form of a cashier's check, certified check, bank money order, or bank draft, in any case drawn and issued by a national banking association located in Montana or by any banking corporation incorporated under the laws of Montana; or a Bid Bond on the form attached issued by a surety authorized to do business in Montana meeting the requirements of paragraphs 5.01 and 5.02 of the General Conditions. Bid Bonds shall be countersigned by a Resident Montana Agent. 8.02 The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute and deliver the Contract Docurents and furnish the required contract security within fifteen (15) days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of seven (7)days after the Effective Date of the Agreement or sixty-one (61) days after the Bid opening, whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven working days after the Bid opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which, or the dates by which, [Milestones are to be achieved and] the Work is to be (a) Substantially Completed and (b) also completed and ready for final payment are set forth in Section 00300 Bid Form and Section 00500 Agreement. ARTICLE 10 - LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in Section 00300 Bid Form and Section 00500 Agreement. Instructions to Bidders - 00200-Page 8 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or"or- equal" items. Whenever it is indicated in the Bidding Documents that a substitute or "or- equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the Supplementary Conditions or the General Requirements of the technical specifications. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS 12.01 If the Supplementary Conditions require or the OWNER requests the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to OWNER in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within five (5) days after Bid opening, submit to OWNER a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualifications for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, in which case apparent Successful Bidder shall submit an acceptable substitute, Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and OWNER may consider such price adjustment in evaluating Bids and making the Contract award. 12.02 If apparent Successful Bidder declines to make any such substitution, OWNER may determine such Bidder to be non-responsive and reject the Bid [, and may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities]. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subjectto revocation of such acceptance afterthe Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. Instructions to Bidders-00200-Page 9 of 19 H:\0417\035\does\Specs\Div 0\00200insr_bid.doc 1/6/06 ARTICLE 13 - PREPARATION OF BID 13.01 The Bid Form is included with the Bidding Documents. Additional copies may be obtained from ENGINEER; however, the Bid must be made on the forms provided in this bound copy of the Project Manual. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom may be considered as sufficient cause for rejection. Bids carrying riders or qualifications to the Bid being submitted may be rejected as irregular. 13.02 All blanks on the Bid Form shall be completed by printing in ink or by typewriter and the Bid signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each section, Bid item, alternative, adjustment unit price item, and unit price item listed therein, or the words "No Bid," No Change," or "Not Applicable" entered. 13.03 A Bid by a corporation must be executed in the corporate name by the president or a vice-president or other corporate officer who is authorized to bind the corporation, and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. The Bid of a corporation which is signed by a person other than a corporate officer must be accompanied by evidence of authority to sign. 13.04 A Bid by a partnership shall be executed. in the partnership name and signed by a partner,whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership must be shown below the signature. 13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The State of formation of the firm and the official address of the firm must be shown below the signature. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a Joint Venture shall be executed by each Joint Venturer in the manner indicated on the Bid Form. The official address of the Joint Venture must be shown below the signature. 13.08 All signatures are to be in ink and names must be typed or printed in ink below the signatures. The title of the person(s) executing the Bid shall be clearly indicated beneath the signature(s). 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which must be filled in on the Bid Form. A copy of all acknowledged Addenda shall be attached to the Bid Form. Bids in which all issued addenda are not acknowledged will be considered incomplete and will not be read. 13.10 The address and telephone number for communications regarding the Bid must be shown. Instructions to Bidders-00200- Page 10 of 19 H:\0417\035\dots\Specs\Div 0\00200insr_bid.doc 1/6/06 13.11 The Bid must contain evidence of Bidder's authority and qualification to do business in Montana. Bidder's current Montana state contractor registration number must be shown on the Bid Form. 13.12 The Bid will not be considered unless accompanied by proper Bid Security in accordance with Article 8 of these Instruction to Bidders. 13.13 The Bid may not be considered unless all attached forms or certifications in this Project Manual are completed. Depending on federal assistance regulations, these may include, but are not limited to: Noncollusion Affidavit Certification of Nonsegregated Facilities DBE Certifications EEO Certifications Clean Air Act and Water Pollution Control Act Certifications Federal Lobbying Certification 13.14 Alternate Bids will not be considered unless called for. 13.15 Bids by telephone, telegraph, fax or other telecommunication systems will not be considered. 13.16� No Bidder may submit more than one Bid. Two Bids under different names will not be received from one firm or association. ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS 14.01 Bids A. Bidders shall submit a Bid on a unit price and/or lump sum basis for each item of Work listed in the Bid Schedule as provided in the Bid Form and as described below. The Bid will not be considered unless the Bid Form contains prices for all unit price and/or lump sum items, and alternates, as shown on the Bid Form. Bids and totals shall be shown legibly in their proper locations. The Total Amount of the Bid shall be legibly written and numerically presented in the proper places and the Bid Form shall be manually signed. 14.02 Unit Price A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid Schedule. B. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item. The final quantities and Contract Price will be determined in accordance with paragraph 11.03 of the General Conditions. Instructions to Bidders-00200 - Page 11 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 14.03 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11.02 of the General Conditions. 14.04 The low Bidder will be determined on the basis of the sum of the lowest Combined Total Bid without consideration of any additive or deductive alternate bids for lump sum proposals. The Owner reserves the right to exercise any or all additive or deductive alternatives in any combination after the lowest acceptable proposal has been determined. 14.05 The right also is reserved for the Owner to negotiate with the responsible Bidder submitting the lowest responsive bid in the event such lowest bid exceeds the amount budgeted for this contract. Such negotiations, if the Owner elects to negotiate rather than to reject all proposals, shall be directly between the Owner and such Bidder. The Owner and such Bidder shall review the Contract Documents, and the Owner may provide such additional information as it deems appropriate to provide. Such Bidder then maybe invited by the Owner to submit a revised bid. The Bidder may elect not to submit a revised bid, and the Owner may reject any such revised bid. Such revised bid, if any, shall be submitted within thirty days from the date of the initial bid opening. ARTICLE 15 - SUBMITTAL OF BID 15.01 Each prospective Bidder is furnished one bound copy of the Bidding Documents with one copy of the Bid Form bound therein. The bound copy of the Bid Form is to be completed and submitted with the Bid Security and the following data. None of the Instructions to Bidders, Bid Form, Bond forms,Agreement, contract stipulations, or other specifications shall be removed from the bound copy of the Project Manual prior to submission of Bid. Data to be submitted with the Bid includes: A. Copies of acknowledged Addendums B. Other data required by the Instructions to Bidders, Bid Form, Supplementary Conditions or Bidding Documents. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to: Instructions to Bidders-00200-Page 12 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 City of Bozeman Attn: Robin Sullivan, City Clerk 411 East Main Bozeman, MT 59715 15.03 Other Bid submittal requirements: A. The Bid will not be considered unless accompanied by proper Bid Security in accordance with Article 8 of these Instruction to Bidders. B. Alternative Bids will not be considered unless called for. C. Bids by telephone, telegraph, fax or other telecommunication systems will not be considered. 15.04 The following items shall be completed as part of the Bid submittal: 1. Fill in all blanks on Project Manual Book cover. 2. Complete all required items in the Bid Form. 3. Provide a completed Bid Bond form. 4. Acknowledge and attach all Addendums. 15.05 Statement of Bidder's Qualifications and Other Information: The apparent low Bidder shall be required to submit certain information as requested in the section titled "Information Required of Bidders." This information shall be submitted within five working days afterthe bid opening by the apparent low Bidder. Failure to comply with this requirement may render the Bid unresponsive and may result in the rejection of the Bid. Furthermore,failure of the low Bidder to provide this information shall be reason for the OWNER to make a claim against the bid security. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids, as called for in the Invitation to Bid. Requests for modification or withdrawal must be written and must be signed in the same manner and by the same person(s) who signed the Bid. 16.02 If, within twenty-four(24) hours after Bids are opened, any Bidder files a duly signed written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, if the Work is rebid or negotiated, that Bidder will be disqualified from further bidding on the Work. Instructions to Bidders-00200 - Page 13 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6l06 16.03 Bids and modifications or withdrawals thereof received at the office designated in the Invitation for Bid after the exact time set for opening of Bids will not be considered unless: They are received before award is made; and either(1)they are sent by registered mail, or by certified mail not later than the fifth calendar day before the date specified for the Bid for which an official dated post office stamp(postmark)on the original Receipt for Certified Mail has been obtained and it is determined by the OWNER that the late receipt was due solely to delay in the mail for which the BIDDER was not responsible; or(2) if submitted by mail, it is determined by the OWNER that the late receipt was due solely to mishandling by the OWNER after receipt at the OWNER's installation: PROVIDED, that timely receipt at such installation is established upon examination of an appropriate date or time stamp (if any)of such installation, or of other documentary evidence of receipt (if readily available)with the control of such installation or of the post office serving it; or (3) was sent by U.S. Postal Express Mail next day service not later than 5:00 P.M. at the place of mailing two working days prior to the date specified for receipt of Bids. 16.04 Bidders using certified mail are cautioned to obtain a Receipt for Certified Mail showing a legible, dated postmark and to retain such receipt against the chance that it will be required as evidence that a Bid was timely mailed. If the post mark on the original Receipt for Certified Mail does not show a date, the Bid shall not be considered. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place set for the opening as indicated in the Invitation to Bid and, unless obviously non-responsive, will be read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for sixty (60) days after the day of the Bid opening, but OWNER may, in its sole discretion, release any Bid and return the Bid Security prior to the end of this period. ARTICLE 19 — EVALUATION OF BIDS AND AWARD OF CONTRACT 19.01 OWNER reserves the right to reject any and/or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation,to be non-responsible. OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. OWNER also reserves the right to reject the Bid of any Bidder if OWNER believes it would not be in the best interest of the Project to make an award to that Bidder, whether because Bid is not responsive, or the Bidder is unqualified or of doubtful financial ability, or fails to meet any other pertinent standard or criteria established by the OWNER. Instructions to Bidders-00200- Page 14 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of the Bidder and the rejection of all Bids in which that Bidder has an interest. 19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. 19.06 If the Contract is to be awarded, OWNER will award the Contract to the responsible Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. 19.07 If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within sixty (60) days after the day of the Bid opening. 19.08 The OWNER reserves the right to accept or reject the Bids, or portions of Bids denoted as separate schedules. The OWNER will award a single contract for the work. 19.09 The OWNER reserves the right to cancel the award of any Agreement at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. 19.10 If, at the time this Contract is to be awarded, the total of the lowest acceptable Bid Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner's interests. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth OWNER's requirements as to Performance Bond, Payment Bond, and insurance. When the successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds and insurance certificates. Instructions to Bidders-00200 - Page 15 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When OWNER gives a Notice of Award to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within fifteen (15)days thereafter, successful Bidder shall sign and five (5)counterparts of the Agreement and attached documents to OWNER. Within fifteen (15) days thereafter, OWNER shall deliver two fully signed counterparts to successful Bidder. ARTICLE 22 - MONTANA STATE LAWS AND REGULATIONS 22.01 All applicable laws, ordinances and the rules and regulations of authorities having jurisdiction over construction of the project shall apply to the Contract throughout. State laws and ordinances which the CONTRACTOR must comply with, include but are not limited to, those involving workmen's compensation insurance, contractor registration, employment preference to Montana contractors and Montana residents, and gross receipts tax. 22.02 MONTANA CONTRACTOR REGISTRATION REQUIREMENT. Title 39, Chapter 9, Part 2, MCA for registration of CONTRACTORS with the Montana Department of Labor and Industry. No bids will be considered that do not carry the Bidder's Montana Contractor's Registration Number on the bid form and also on the envelope containing the Bid. Information pertaining to this requirement and registration forms may be obtained from the Montana Department of Labor and Industry, P.O. Box 8011, 1805 Prospect, Helena, Montana 59604-8011 or by calling 1-406-444-7734. 22.03 ADDITIONAL CONTRACTOR LICENSE FEE (MONTANA CONTRACTORS GROSS RECEIPTS TAX). In accordance with Title 15, Chapter 50, MCA, the OWNER shall withhold, in addition to other amounts withheld as provided by law or specified herein, 1 percent (1 %)of all payments due the CONTRACTOR and shall transmit such moneys to the Montana Department of Revenue. 22.04 BIDDER PREFERENCE. In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a preference will be given to the lowest responsible Bidder who is a resident of the State of Montana over a nonresident Bidder from any state or country that enforces a preference in their state or country for their resident Bidders. The preference given to Montana resident Bidders will be equal to the preference given in the other state or country. This Bidder preference applies unless specifically prohibited by Federal laws or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in all projects if such products are comparable in price and quality. Further, wherever possible, products manufactured and produced in the State, which are suitable substitutes for products manufactured or produced outside the State, and comparable in price, quality and performance, shall be preferred for use in this project. Preference regarding these products shall be in accordance with the laws of the State of Montana. Instructions to Bidders-00200 - Page 16 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 22.05 LOCAL LABOR. CONTRACTOR shall give preference to the employment of Montana residents in accordance with applicable portions of Title 18, Chapter 2, Part 4, MCA. ARTICLE 23 - MPW STANDARD SPECIFICATIONS 23.01 The Montana Public Works Standard Specifications, Fifth Edition, March 2003, are referred to elsewhere in this document as the MPW Standard Specifications. Copies of the MPW Standard Specifications and all addenda are available from: Associated General Contractors of America Montana Contractors Association 1717 11th Avenue Helena, MT 59601 Telephone: (406) 442-4162 23.02 Copies of the City of Bozeman Modifications are available from: City of Bozeman, Engineering Department 20 East Olive Bozeman, MT 59715 Telephone: (406) 582-2280 ARTICLE 24 - COMPLIANCE WITH LABOR STANDARDS AND WAGE RATE REQUIREMENTS 24.01 For public works projects, pursuant to MCA 18-2-422, all laborer and mechanics employed by the CONTRACTOR(s) or subcontractors in performance of construction projects with a total cost of$25,000 or more, shall be paid, minimum wages in conformance with the prevailing State Wage Rates published by the Montana Department of Labor and Industry. The prevailing wage rate schedules are included herein. The OWNER does not guarantee that labor can be procured for the minimum wages shown on the referenced schedules. The rates of wages listed are minimum only, below which the CONTRACTOR cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. 24.02 The minimum wages included in the Project Manual are not controlling except as to the minimum for the purpose of Montana State Law or the Davis-Bacon Act;therefore, it is incumbent upon each employer to pay the standard prevailing rate of wages including fringe benefits for health and welfare and pension contributions, and travel allowance provisions in effect and applicable to the county or locality in which the work is being performed. Should the prevailing rate of wages change during the life of the contract, the CONTRACTOR and/or each employer shall adjust the wages paid to conform to said change in the prevailing rate of wages as prescribed in Section 18-2-401 through 18-2-432 MCA. The CONTRACTOR and all subcontractors are directed to the Montana Commissioner of Laborfor information on the standard prevailing rate of wages applicable to this contract within this project area. Instructions to Bidders-00200- Page 17 of 19 H:\0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 24.03 "Standard Prevailing Rate of Wages" is defined by Section 18-2-401 MCA, as including wages,fringe benefits for health and welfare and pension contributions and travel allowance which are paid in the county or locality by other contractors for work of a similar character performed in that county or locality by each craft, classification or type of worker needed to complete a contract. 24.04 Any infraction of the Laws of the State of Montana covering Labor,Title 39, Chapters 1 through 73, MCA will be forwarded to the State of Montana Department of Labor and Industry. 24.05 "Travel Allowance", in effect at the time of contract award, and according to latest information received by the State of Montana Department of Labor and Industry, Labor Standards Division, shall be adhered to where applicable. 24.06 Travel allowance if applicable, may or may not be all inclusive of "travel" and/or subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed according to the method of computation outlined for each craft where applicable. 24.07 To comply with Montana Law Section 18-2-401 thru 18-2-432 MCA, the Contractor shall post in a prominent and accessible site on the project work area, not later than the first day of work, a legible statement of all wages to be paid to the employees employed on the project. ARTICLE 25 - DELETED ARTICLE 26 - DELETED ARTICLE 27 - RETAINAGE 27.01 Provisions concerning CONTRACTOR's rights to deposit securities in lieu of retainage are set forth in the Agreement. ARTICLE 28 — DELETED ARTICLE 29 - BOZEMAN BUSINESS LICENSE 29.01 CONTRACTOR and all subcontractors will be required to obtain a current City of Bozeman Business License prior to award of the Contract. The City Business License is not required for bidding. The license(s) may be obtained from the City of Bozeman. Information on requirements and cost of the license may be obtained by calling 406-582- 2300. Applications may be obtained at City Hall, 411 East Main Street. ARTICLE 30 - PAYMENTS AND BIDDER BREAKDOWN OF BIDS 30.01 Payment for all work performed under this Agreement will be made by the OWNER within the time period specified in and in accordance with the procedures outlined in the Instructions to Bidders-00200 - Page 18 of 19 H:\0417\035\docs\Specs\DivO\00200insr bid.doc 1/6/06 General Conditions. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. When the work extends beyond thirty (30)days, progress payments will be made monthly for any work accomplished during the preceding month, but subject to retainage as specified elsewhere. ARTICLE 31 - NOTICE OF APPROVAL OF PAYMENT REQUEST PROVISION 31.01 These Contract Documents and this Contract allows the OWNER to review and approve each CONTRACTOR's periodic payment request within 30 days after the request is received by the OWNER. ARTICLE 32 - NOTICE OF EXTENDED PAYMENT PROVISION 32.01 These Contract Documents and this Contract allow the OWNER to make periodic payments within 14 days after the OWNER's approval of each periodic payment request. END OF SECTION 00200 Instructions to Bidders -00200 - Page 19 of 19 HA0417\035\docs\Specs\Div 0\00200insr_bid.doc 1/6/06 SECTION 00300 BID FORM PROJECT IDENTIFICATION: Durston Road Improvements Bozeman, MT CONTRACT IDENTIFICATION AND NUMBER: MMI #417.035.040.0310 THIS BID IS SUBMITTED TO: City of Bozeman, Montana Attn: Robin Sullivan, City Clerk 411 East Main Bozeman, Montana 59715 ARTICLE 1 - CONTRACT 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents, to perform and furnish all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. Bidder will sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) days after the date of OWNER's Notice of Award. ARTICLE 2 - BID TO REMAIN OPEN 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitations those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for sixty 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. Section 00300—Page 1 of 17 HA0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 ARTICLE 3 - SUBMITTING THE BID 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged: Addendum No. Addendum Date 'r 2 �E�2u�12Y Zoo(, B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities), if any, which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition, if any, which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, or expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. Section 00300— Page 2 of 17 HA0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 G. Bidder is aware of the general nature of work to be performed by-OWNER and others at the Site that relates to the Work as indicated in the Bidding Documen ts. H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. 3.02 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to.submit a false or sham Bid; Bidder has not solicited or induced any individual, firm, or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 3.03 The Bidder certifies that no official of the OWNER, ENGINEER or any member of such official's immediate family, has direct or indirect interest in the pecuniary profits or Contracts of the Bidder. ARTICLE 4 - BID SHEET SCHEDULES 4.01 Bidder will complete the Work in accordance with the Contract Documents and the provisions below for the following price(s) as summarized in the Bid Sheet Schedule(s) hereinafter. A. The Bidder understands and acknowledges that estimated quantities are not guaranteed and are solely the purpose of comparing Bids from the various Bidders and that final payment under the Contract for all unit price bid items will be based on the actual quantities of work installed and measured in accordance with the Contract Documents. Bidder will complete the Work for the price set forth in the following unit price or lump sum schedules. Section 00300—Page 3 of 17 H:\0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 B. The Bidder agrees that all sales and use taxes are included in the stated bid prices for the work, unless provision is made herein for the Bidder to separately itemize the estimated amount of sales or use taxes. C. All specific cash allowances are included in the Lump Sum prices set forth below and have been computed in accordance with paragraph 11 .02 of the General Conditions. D. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions. The undersigned agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the Total Estimated Price and Total Amount of Unit Prices Bid as listed after extensions are checked and corrections made, if any, the Total Amount of Unit Prices Bid as corrected shall be used in awarding this Contract. E. The OWNER reserves the right to reject any or all bids. F. Following the award of the contract, the use and subsequent payment of any Alternate items shall be made only following written authorization by the Engineer prior to the execution of the work. The Owner reserves the right to delete any Alternate items. G. A single contract for the work shall be awarded. Bidders shall submit a Bid for all Bid Schedules on a unit price and/or lump sum basis for each item of Work listed as provided and described below. Section 00300—Page 4 of 17 H:\0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 SCHEDULE 1 ROADIMPROVEMENTS BID SHEET The Bid for the following items in Schedule I shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Estimated Unit Unit Total No. Description Quantity Price Price 101 STREET EXCAVATION/EMBANKMENT(SITE GRADING) 31,700 CY I- $5 12 g� 102 GEOTEXTILE FABRIC REINFORCEMENT 31,600 SY f,1 �. 102A GEOGRID REINFORCEMENT 31,600 SY 3, j® T0CY' 103 UNCRUSHED SUB BASE COURSE(4"MINUS) 24,000 CY 104 CRUSHED BASE COURSE(1 %"MINUS) 12,000 CY G,°=� 2 0007 105 HOT PLANT MIX ASPHALT SURFACE COURSE 7,720 TON 7 2gS 6 ao 106 SS-1h ASPHALT TACK COAT(UNDILUTED) 1,735 GAL 5,°� 7S M 107 REMOVE EXISTING CURB AND GUTTER 2,050 LF 1 �Q 3,07S, °= 108 CONCRETE CURB&GUTTER 12,000 LF /2 Don. 109 REMOVE CONCRETE APPROACHES AND SIDEWALK 13,000 SF 110 CONCRETE SIDEWALK (4"DEPTH) 22,000 SF y �doo 110A ADA DETECTABLE WARNING PANEL 1325 SF ys ,62S,.00 111 PED. RAMPS, MEDIAN,DRIVE&ALLEY APPROACH, AND 9,850 SF SIDEWALK 6"DEPTH , 112 DOUBLE GUTTER 2,500 SF 7 113 CURB RETURN FILLETS 28 EA 06 19 6 bo, 114 BARRRGRADEEw/NEW DT EXISTING MH&L FOUNDRY&O MATCH NEW S SUPPLY RING CO AD OVER 6 EA Z SOI l Y 7oQ, va RING ADJUST EXISTING MH TO MATCH NEW ROAD GRADE // AQ 114A w/NEW D& L FOUNDRY&SUPPLY RING& COVER 3 EA ?7S� 2 b 2S. 114B MONUMENT BOX ADJUST 14 EA q fT �-Q !J a ADJUST EXISTING WATER VALVE BOX TO MATCH NEW po tXL 115 40 EA ROAD GRADE ADJUST EXISTING FIRE HYDRANT TO MATCH NEW ROAD �31 cc 116 GRADE 10 EA z ISO, 2 Sim 117 TOPSOIL AND SEEDING 1 LS 50 118 PAVEMENT MARKINGS-THERMOPLASTIC,4"YELLOW, 8,100 LF oa 29 SOLID ,z, 118A PAVEMENT MARKINGS-THERMOPLASTIC,4"YELLOW, 2,900 LF a.°Q S as Section 00300-Page 5 of 17- Addendum#1 H:\0417\035\docs\Specs\Addenda\Addendum 1—bid—form.doc 2/2/2006 Item Estimated Unit Unit Total No. Description Quantity Price Price 118E PAVEMENT MARKINGS-THERMOPLASTIC, 8"YELLOW, 400 LF 31, C)=> SOLID 1. 320. 119 PAVEMENT MARKINGS-THERMOPLASTIC, 6"WHITE, SOLID 9,700 LF z �'� 2 S 2 Z6, °—° 120 PAVEMENT MARKINGS-THERMOPLASTIC,8"WHITE, SOLID 950 LF b 30 120A PAVEMENT MARKINGS-THERMOPLASTIC,4"WHITE, SOLID 460 LF 2.i S °= 121 PAVEMENT MARKINGS-THERMOPLASTIC,24" WHITE, STOP 250 LF °s BAR I6. DSO, f-- 121A PAVEMENT MARKINGS-THERMOPLASTIC,24"WHITE 450 LF Zo 00 CROSSWALK 122 PAVEMENT MARKINGS-THERMOPLASTIC, 24"YELLOW 130 LF �q =' 2 0, U° 123 PAVEMENT MARKINGS-THERMOPLASTIC WORDS& 1,000 SF �6 SYMBOLS I7 b 75DD. PAVEMENT MARKINGS-PRE-FORMED PLASTIC TAPE, 124 WORDS/SYMBOLS 250 SF °� 006. a� 124A MEDIAN/CURB PAINT-YELLOW 950 LF 7s, o 125 NEW STREET SIGN 53 EA q5 :2 3 $6b,C"- 125A RESET EXISTING SIGN 36 EA I Z5.P-9- �{ 500. Q—O 126 CROSSWALK WARNING SIGN 11 EA 75-0 es- $ Z 58, U 126A CROSSWALK ADVANCED WARNING FLASHER, COMPLETE 1 LS 1 5'00°o 1 3 Soo,---� 127 UTILITY CONDUITS-12"HDPE 100 LF y j�q 145717, 0-0 128 12"RCP 440 LF So" 3S 200 � 129 15"RCP 1,600 LF 130 18" RCP 270 LF p° 131 21" RCP 325 LF r os, 132 24"RCP 625 LF 1Ds 133 27" RCP 325 flLF134 13.5"X 22" RCPA 135 � 7S 135 18.5"X 28.5"RCPA 350 °'' �S �{o ?So. 136 22.5"X 36" RCPA 350 LF 17S, ✓ (1 250,_ 137 3 1"X 51"RCPA 740 LF 2$S�0 138 42"x 29"CMP EXTENSION 15 LF ��� 7 00 to 139 48" SDMH 6 EA ,2� 2 SO/�Sa 140 60"SDMH 10 EA -LQ 25, y9 2So Section 00300- Page 6 of 17- Addendum#1 H:\0417\035\dots\Specs\Addenda\Addendum 1—bid_form.doc 2/2/2006 Item Description Estimated Unit Unit Total No. Quantity Price Price 141 84"SDMH 3 EA g 3ag-P-6 2 9 7.5; V` 142 4'X 12'SD VAULT 1 EA 2 3 s Z 5bo. 143 36"STANDARD STORM DRAIN INLET 1 EA 2 2�•C_ 2 144 STANDARD SQUARE STORM DRAIN INLET 15 EA 145 SD INLET-48" MH 12 EA 146 EXISTING STORM DRAINAGE IMPROVEMENTS REMOVAL 1 LS 37SvQ 37 Sao, OV 147 ITEM DELETED 148 ITEM DELETED 149 PRIVATE PROPERTY RESTORATION-87 FM 1894 (Anderson) 1 LS jSD.=° 3 So• PRIVATE PROPERTY RESTORATION-TRACT 8, SMITH ao 150 1 LS SUBDIVISION (Lydens) `g 76D s 7S� 151 ITEM DELETED 152 PRIVATE PROPERTY RESTORATION-REARRANGEMENT OF 1 LS a° =° TRACT 7, SMITH SUBDIVISION (Richmond) PRIVATE PROPERTY RESTORATION-REMAINDER TRACT 7, 153 SMITH SUBDIVISION(Hovanec) 1 LS 7sa PRIVATE PROPERTY RESTORATION-186 FM 4480 AND 155 oa 154 1 LS BK 214 (Taylen) S 650,°-° S { , PRIVATE PROPERTY RESTORATION-REMAINDER TRACT 6, 155 SMITH SUBDIVISION (Christenot) 1 LS ZSO, 27� oo� PRIVATE PROPERTY RESTORATION-PART OF TRACT 5 156 SMITH SUBDIVISION(Berndt) 1 LS 157 PRIVATE PROPERTY RESTORATION-147 FM 2213(Kunda) 1 LS Qc► °� 7 I So. ISd, 158 PRIVATE PROPERTY RESTORATION-147 FM 229(Kemp) 1 LS Z SSa°° Z 159 PRIVATE PROPERTY RESTORATION-LOT 8, BLOCK 5, 1 LS00 WESTERN SUBDIVISION(Joyner) 1 So. PRIVATE PROPERTY RESTORATION-LOT 8, BLOCK 6, o� 160 WESTERN SUBDIVISION(McCandless) 1 LS �� asp 161 PRIVATE PROPERTY RESTORATION-LOT 8,BLOCK 2, 1 LS 00 KABLE SUBDIVISION(Atkins) 6S0� 0$D, PRIVATE PROPERTY RESTORATION-LOT 1, PHASE 2, 162 ANNIE SUBDIVISION (Smith) 1 LS (3 Z50� 13 250 �- 163 PRIVATE PROPERTY RESTORATION-TRACT B, COS 1855 1 LS ' (Willowbrook Condo-Jensen) �. ©• 164 PRIVATE PROPERTY RESTORATION-TRACT 1,COS 1817 1 LS °= (West Shamballa, Inc.) ZSO. PRIVATE PROPERTY RESTORATION-LOT 15, BLOCK 5, 165 PHASE 4,WEST PARK MANOR SUBDIVISION (Simkins) 1 LS o� 675. PRIVATE PROPERTY RESTORATION-TRACT A, Blk 13, 166 AMENDED PLAT OF ANNIE SUBDIVISION (Fellowship Baptist 1 LS q� Church __. f•"�0. Ll - Section 00300-Page 7 of 17- Addendum #1 H:\0417\035\dots\Specs\Addenda\Addendum 1-bid_form_doc 2/2/2006 Item Estimated Unit Unit Total No Description Quantity Price Price 167 ITEM DELETED 168 PRIVATE PROPERTY RESTORATION—LOT 17, BLOCK 3, 1 LS P o0 PHASE 1,WEST PARK MANOR SUBDIVISION (Simkins) 27S, Z 75: 169 PRIVATE PROPERTY RESTORATION—LOT 15, BLOCK 3, 1 LS .cis 00 PHASE 3,WEST PARK MANOR SUBDIVISION (Simkins) 2pp, 3 2ap, PRIVATE PROPERTY RESTORATION—LOT 18, BLOCK 2, SS 170 PHASE 2,WEST PARK MANOR SUBDIVISION (Hutto) 1 LS t 4 y�. 171 PRIVATE PROPERTY RESTORATION—LOT 17, BLOCK 2, 1 LS °O n PHASE 1,WEST PARK MANOR SUBDIVISION (Brissoneuad) PRIVATE PROPERTY RESTORATION—LOT 17, BLOCK 1, �o 172 1 LS PHASE 1,WEST PARK MANOR SUBDIVISION (Greer) 2 75Q 173 TREE REMOVAL STA. 10+00 TO 11 +00 1 LS — S30. S DSO• 174 TREE REMOVAL STA. 14 +75 TO 16+00 1 LS 3 AD- 'I a 3 175 TREE REMOVAL STA. 17 +50 TO 19+ 10 1 LS � �- 176 TREE REMOVAL STA. 19 + 10 TO 21 +00 1 LS g00. q, $0� 177 TREE REMOVAL STA.21 +80 TO 22+75 1 LS r' o.`- 3 Cb"v. 178 TREE REMOVAL STA. 34 +00 TO 34+50 1 LS ��qSD =_ t RSO, 179 TREE REMOVAL STA. 37+25 TO 37+50 1 LS °�" 3 2c�. 180 TREE REMOVAL STA.41 +00 TO 42+50 1 LS 181 TREE REMOVAL STA.47 +00 TO 48+00 1 LS 182 TREE REMOVAL STA. 59+75 TO 61 +00 1 LS , Z SO, RELOCATE EXISTING LIGHT POLE,LUMINAIRE,AND po pp 183 BRACKET; PROVIDE NEW CONCRETE BASE 2 EA bDO. 2a©• 184 INSTALL NEW LIGHT POLE,LUMINAIRE, BRACKET AND 28 EA Z,300• k'y)y0O - CONCRETE BASE .Gto INSTALL NEW UTILITY SERVICE ASSEMBLY INCLUDING METER SOCKET, MAIN BREAKERS, PHOTOCELL, LIGHTING 185 CONTROLS,ALL MOUNTED ON UNISTRUT BRACKETS, PLUS 2 EA o0 2"PVC,TRENCH AND BACKFILL TO UTILITY POLE INSTALL FLUSH, IN-GROUND PULL BOX(HANDHOLE) FOR _ 186 6 EA QO CABLE PULLING yD0 2goo, 187 INSTALL 1" PVC CONDUIT W/2-#6 CU, 1 -#8 GND F9,400 LF TOTAL UNIT PRICE BID - SCHEDULE 1 � Schedule 1 Total Bid in Figures: 3 13 , �7y, Section 00300—Page 8 of 17 — Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1_bid_form.doc 2/2/2006 SCHEDULE 2 SANITARY SEWER BID SHEET The Bid for the following items in Schedule 2 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Description Estimated Unit Unit Total No. Quantity Price Price 201 8"SANITA �- ER-SEW 1,200 LF � too, 202 24"SANITARY SEWER 220 LF 2Ib 203 REPLACE 15" SANITARY SEWER 570 LF (YD 7q 204 CONNECT TO EXISTING SS MH - N.19T" AVENUE 1 EA 7 5 0 205 48"x 5' BASIC SS MANHOLE 5 EA 700, S-00.-eta-- 60"X 5' BASIC SS MANHOLE W/CONNECT TO �, 206 EXISTING MAIN 6 EA ` -ya 39,wo- 207 48"SS MANHOLE -ADDITIONAL DEPTH 40 VF GO 208 60"SS MANHOLE -ADDITIONAL DEPTH 45 VF 209 6"SEWER SERVICE EXTENSIONS (RIGHT) 2 EA 7 TOTAL UNIT PRICE BID -SCHEDULE 2 oo. Schedule 2 Total Bid in Figures: 32 3 S-] S, Section 00300- Page 9 of 17- Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1 _bid_fowdoc 2/2/2006 SCHEDULE 3 WATER BID SHEET The Bid for the following items in Schedule 3 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Description Estimated Unit Unit Total No. Quantity Price Price 301 10"WATER MAIN 210 LF p° o0 75- 14 750, 302 8"WATER MAIN 110 LF J oo 11 so 303 6"WATER MAIN 35 LF 3 z S 304 10"VALVE (MJ X MJ)AND CONNECTION TO 2 EA EXISTING MAIN S Z7S 10 .55�1, _ CONNECTIONS TO EXISTING MAINS INCLUDING 305 TAPPING TEE & TAPPING VALVE LIVE TAP 6 EA 515D ,30 00. 306 8"X 6"X 8" TEE (MJ X MJ X MJ) 3 EA �� 5 307 8" END CAP 4 EA 308 FIRE HYDRANT ASSEMBLY, IN PLACE 3 EA 309 1 WATER SERVICE EXTENSIONS (RIGHT) 3 EA 3 saj Q°" 0,S&� °�° 310 WATER MAIN VERTICAL ADJUSTMENT 2 EA °O oo TOTAL UNIT PRICE BID - SCHEDULE 3 oa Schedule 3 Total Bid in Figures: _/ Z o L(O. Section 00300—Page 10 of 17— Addendum #1 H:\0417\035\docs\Specs\Addenda\Addendum 1 _bid_fowdoc 2/2/2006 SCHEDULE 4 TRAFFIC SIGNAL RELATED ITEMS BID SHEET The Bid for the following items in Schedule 4 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. ITEM MDT ESTIMATED UNIT TOTAL NO. ITEM NO. DESCRIPTION QUANTITY UNIT PRICE PRICE 400 616183000 FOUNDATION - CONCRETE 9 CY �O Rd�. 7 Zoo. 401 616343920 CONDUIT-PLASTIC 2 IN 343 LF 119 402 616343924 CONDUIT-PLASTIC 2 '/z IN 520 LF 80. 403 616343930 CONDUIT-PLASTIC 3 IN 95 LF 404 616783002 PULL BOX-CONCRETE TYPE 2 4 EA 2b o0 405 616783003 PULL BOX -CONCRETE TYPE 3 1 EA sot), S-00. 406 617033814 CABLE -COPPER (16AWG14-600V) 910 LF 2-P Z 7.5, 407 617086919 CABLE COPPER COAXIAL-VIDEO 615 LF 408 617123106 CONDUCTOR-COPPER 551 LF ?o AWG6-600V 409 617123108 CONDUCTOR - COPPER 1,317 LF �7 AWG8-600V d, QBZ,3 410 6171231 10 CONDUCTOR- COPPER 716 LF o AWG10-600V b. 2 9, 411 617233030 CONTROLLER- CAB PEDESTAL 1 EA TYPE P 1 3b©, l300� 412 617333160 SERV ASSEMB - 60 AMP 1 EA °-� bo z 2cx�. Z 413 617363010 PHOTO ELECTRIC CONTROL 1 EA ob Z5, 414 617503130 SIG -TRAF 3 COL-1 WAY 12-12-12 3 EA gg5 2 g5. 415 617523127 SIG -TRAF 5 COL-1 WAY 12-12-12-12 2 EA � �-d D• � ZI80. 416 617553020 SIG - PEDESTRIAN TYPE 2 4 EA 6aD. Z �/OC7,esv 12 417 617603081 MODIFY CONTROLLER 1 EA D0.�'— S'Q�• o� � 418 617693100 SIG STANDARD TYPE 2-A-900-0 2 EA q p00, g O d eo 419 617763601 DETECTOR/LOOP SHLD CABLE 350 LF 420 617781001 REMOVAL AND SALVAGE 1 LS Section 00300-Page 11 of 17 - Addendum#1 H:\0417\035\dots\Specs\Addenda\Addendum 1 _bid_form_doc 2/2/2006 ITEM MDT ESTIMATED UNIT TOTAL NO. ITEM NO. DESCRIPTION QUANTITY UNIT PRICE PRICE 421 617903250 PUSH BUTTON/PEDESTRIAN 2 EA Z7t7.� "ti0 422 617903502 EMER PRE-EMPTION DET CABLE 240 LFr° 423 617763405 DETECTOR VIDEO 2 EA 424 1 619010480 1 POLES-TREATED TIMBER-CLASS 4 36 LF t ' 61 Z 7. TOTAL UNIT PRICE BID - SCHEDULE 4 q Schedule 4 Total Bid in Figures: $ 77, 3 -7 SCHEDULE MISCELLANEOUS ITEMS — COMMON TO ALL SCHEDULES The Bid for the following items in Schedule 5 shall be a unit price or lump sum bid for all construction work described in the Contract Documents. The bid price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. Item Description Estimated Unit Unit Total No. Quantity Price Price 501 UNDERGROUND UTILITY CROSSINGS 200 EA 00- ({ 502 MAINLINE CREW EXPLORATORY 50 HR 503 SMALL CREW EXPLORATORY 50 HR 2 ALTERNATE SUBEXCAVATION AND TYPE 2 oa 504 BEDDING 50 CY 2 l0 700 505 ALTERNATE SUBEXCAVATION AND 5,000 CYO y7 SDO. REPLACEMENT BELOW SUBGRADE 506 TRAFFIC CONTROL 1 LS 1�S 5-60Q° 8h�0 soo 507 EROSION CONTROL 1 LS to as D00,,-,�S- bOC�, 508 MOBILIZATION/DEMOBILIZATION 1 LS 12(o p f 6 DOO,OR 509 TAXES, BONDS, INSURANCE 1 LS 21"s 13 ooa,� 510 MISCELLANEOUS WORK 1 LS $30,000 $30,000 TOTAL UNIT PRICE BID - SCHEDULE 5 p0 Schedule 5 Total Bid in Figures: 6So, �00, Section 00300-Page 12 of 17 - Addendum#1 H:1041710351docs\Specs\P.ddenda�Addendum 1 _bid_form.doc 2/2/2006 BID SHEET SUMMARY OF SCHEDULES i SUMMARY OF SCHEDULES Total Schedule 1 , ofl Total Schedule 2 $ E ?- 3 ,S 7S- `- Total Schedule 3 $ j "n tit), Total Schedule 4 $ --7�, —3:2 9. Total Schedule 5 $ 650, 106, Total Combined Bid $ 3/0,0 Q. BASIS OF AWARD If the Contract is awarded, the Owner will award a single Contract in accordance with Article '19 of Section 00200, INSRUCTION TO BIDDERS. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner's sole and absolute judgment, will best serve the interest of the Owner. The low bid will be determined on the basis of the lowest Total Combined Bid amount. ARTICLE 5 - CONTRACT TIME 5.01 The time of completion of the work is a basic consideration of the Contract. It will be necessary that the Bidder satisfy the Owner of his ability to complete the work within the stipulated time. 5.02 Contract time for all schedules shall run concurrently under one Notice to Proceed. Bidder agrees that the work will be substantially complete within 210 calendar days after the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and will be completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 240 calendar days after the date when the Contract Times commence to run. ARTICLE 6 - LIQUIDATED DAMAGES 6.01 In the event the Bidder is awarded the Contract for Schedules 1, 2, 3, 4 and 5 and shall fail to meet the Substantial and Final Completion time limits provided by the Contract Documents, liquidated damages shall be paid to the OWNER by the Bidder at the rate stated in the Agreement plus engineering costs for all work awarded until all Section 00300— Page 13 of 17 HA0417\035\does\Specs\Div 0\00300_bid_form.doc 1/12/2006 work shall be determined to meet the Substantial and Final Completion requirements of the Contract Documents. 6.02 The Bidder agrees to pay these liquidated damages for failure to complete the work within the specified contract time both for compensation to the OWNER for non- use of the completed work and for compensation to the OWNER for expenses incurred by the OWNER for unscheduled employment of the Engineer and/or Resident Observer during the contract time overrun. 6.03 The Bidder further agrees to pay liquidated damages for the unscheduled employment of the Engineer, Resident Observer and/or supporting staff necessitated by the Bidder furnishing materials, workmanship, and/or equipment not in conformance with the Contract Documents resulting in additional construction administration/observation work and/or redesign work by the Engineer; or any reestablishment of survey lines or benchmarks destroyed by the Bidder's actions; or additional work required by the failure of the Contractor to maintain adequate record documents. 6.04 Construction observation time will be accrued at straight time up to 40 hours per week and 1 .5 times over 40 hours per week or legal holidays. The Contractor shall provide a construction schedule [per Section 01300, SUBMITTALS. If the Contractor intends to work double shifts, then two construction observers may be required. If two construction observers are on the job, then observation time will be accrued at straight time up to 40 hours per week per observer. 6.05 Liquidated damages for the unscheduled employment of the Engineer, Resident Observer, and supporting staff shall be determined based on the following hourly rates: Straight Time Overtime Engineer $100.00/Hour $100.00/Hour Resident Observer $75.00/Hour $112.50/hour Surveyor $70.00/Hour $105.00/Hour Technician $60.00/Hour $90.00/Hour Clerical $40.00/Hour $60.00/Hour 6.06 Out of pocket expenses for materials, equipment, supplies, transportation and subsistence for each construction inspector shall be billed at cost plus 10 percent. 6.07 Liquidated damages shall be deducted from monthly progress payments and the final payment as the damages are incurred." ARTICLE 7 - BID DOCUMENTS 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid security in the amount of 10% of the maximum Bid price including alternates, if any, and in the form of a Bid Bond (Section 00430), or other form of Bid Security as identified in the Instructions to Bidders. Section 00300- Page 14 of 17 HA0417\035\dots\Specs\Div 0\00300_bid—form.doc 1/12/2006 ARTICLE 8 - MEANING OF TERMS 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. ARTICLE 9 - BID REJECTION 9.01 The OWNER reserves the right to reject any or all bids. ARTICLE 10 - BID SUBMISSION SUBMITTED on Februarti 7 , 20 06 Montana Contractor Registration No. 53631 Employer's Tax ID No. 26-Do//d73 If Bidder is: A Corporation Corporation Name: .Joh45on 11504 COV►5lrwc-4yS, 14( _(SEAL) State of Incorporation: Mort f4yo Type (General Business, Professional, Service, Limited Liability)- 5g51'n e-55 By: ( gnatu -- attach evidence of authority to sign if not a Corporate officer) Name (typed or printed): 66(Q P We 15oil Title: 5 l'den f Attest: dA (Corporate Seal) plfinature of Secretary) Pean A Joh450h Business address: 4Z0 Kfi I ktn 5o h 5frC e+ HC lrna M7 59 (00 Phone No.: (40&) 443-O f 47 FAX No.: Date of Qualification to do business [in Montana] is Zpo 2. Section 00300— Page 15 of 17 HA0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 An Individual Name (typed or printed): By: (SEAL) (Individual's signature) Doing business as: Business address: Phone No.: FAX No.: A Partnership Name (typed or printed): By: — __—(SEAL) (Individual's signature) Name (typed or printed): Business address: Phone No.: FAX No.: A Joint Venture (Each Joint Venture must sign.) Joint Venturer Name: (SEAL) By: (Signature of joint venture partner) Name (typed or printed): Title: Business address: Section 00300— Page 16 of 17 HA0417\035\docs\Specs\Div 0\00300_bid_form.doc 1/12/2006 Phone No.: FAX No.: Joint Venturer Name: (SEAL) By: (Signature of joint venture partner) Name (typed or printed): Title: Business address: Phone No.: FAX No.: Address of Joint Venture for Receipt of Official Communication: Address: Phone No.: FAX No.: _ (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) END OF SECTION 00300 Section 00300— Page 17 of 17 H10417\035\does\Specs\Div 0\00300_bid_form.doc 1/12/2006 PENAL SUM FORM BID BOND Any singular reference to Bidder,Surety,Owner,or other party shall be considered plural where applicable. BIDDER(Name and Address): Johnson-Wilson Constructors, Inc. 420 Wilkinson, Helena, MT 59602 SURETY(Name and Address of Principal Place of Business): Travelers Casualty and Surety Company of America One Tower Square, Hartford, CT 06183 OWNER: (Name and Address): City of Bozeman 411 East Main, Bozeman, MT 59715 BID Bid Due Date: February 7 2006 Project(Brief Description Including Location): Durston Road Improvements Bozeman, MT Project No.0417.035.040.0310 BOND Bond Number: 111453 Date(Not later than Bid due date): January 25 2006 Penal sum 10%of Bid Amount--------------------------- $ 10% of Bid Amount (Words) (Figures) Surety and Bidder,intending to be legally bound hereby,subject to the terns printed on the reverse side hereof,do each cause this Bid Bond to be duly executed on its behalf by its authorized officer,agent,or representative_ BIDDER SURETY (Seal) Travelers Casualty and Surety (Seal) Johnson-Wilson Constructors, Inc. Company of America Bidder's lame and Corporate Seal // Surety's N e nd creporate Seal By: pre5iL1��1 t By: _ Signatur and itle C-tG�rv� Signature and Title Richar erring, (Attach Power of Attorney)Attorney-in-Fact Attest: i ce-)2te -d erJ Attest: Signatur and AI pew � Jo1"S,h Signature and Title Donna K. Tucek, SCM Note: Above addresses are to be used for giving required notice. Mo a esident Agent S C. Bozeman, Mont 715 EJCDC NO.C430(2002 Edition) S-3630/GEEF 5/03 FRP 111453 PENAL SUM FORM 1. Bidder and Surety, jointly and severally, bind 7. Any suit or action under this Bond shall be themselves, their heirs, executors, administrators, commenced only in a court of competent jurisdiction successors and assigns to pay to Owner upon default of located in the state in which the Project is located. Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Surety's 8. Notices required hereunder shall be in writing and liability. sent to Bidder and Surety at their respective addresses 2. Default of Bidder shall occur upon the failure of shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by Bidder to deliver within the time required by the United States Registered or Certified Mail, return Bidding Documents(or any extension thereof agreed to receipt requested, postage pre-paid, and shall be in writing by Owner)the executed Agreement required deemed to be effective upon receipt by the party by the Bidding Documents and any performance and concerned. payment bonds required by the Bidding Documents. 9. Surety shall cause to be attached to this Bond a 3. This obligation shall be null and void if. current and effective Power of Attorney evidencing the 3.1. Owner accepts Bidder's Bid and Bidder authority of the officer, agent or representative who delivers within the time required by the Bidding executed this Bond on behalf of Surety to execute, seal Documents (or any extension thereof agreed in and deliver such Bond and bind the Surety thereby. writing by Owner) the executed Agreement required by the Bidding Documents and any 10. This Bond is intended to conform to all applicable performance and payment Bonds required by the statutory requirements. Any applicable requirement of Bidding Documents,or any applicable statute that has been omitted from this 3.2. All Bids are rejected by Owner or Bond shall be deemed to be included herein as if set 3.3. Owner fails to issue a Notice of Award to forth at length. If any provision of this Bond conflicts Bidder within the time specified in the Bidding with any applicable statute, then the provision of said Documents (or any extension thereof agreed to in statue shall govern and the remainder of this Bond that writing by Bidder and, if applicable, consented to is not in conflict therewith shall continue in full force by Surety when required by paragraph 5 hereof). and effect. 4. Payment under this Bond will be due and payable 11. The term"Bid" as used herein includes a Bid, offer upon default by Bidder and within 30 calendar days or proposal as applicable. after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of and any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety's written consent. 6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due date. EJCDC NO.C-430(2002 Edition) S-3630/GEEF 5/03 11lHYGLGI(J I.HJUHLl I tint"aulmr 1 I I.U1T r1U11 %" HIVMX111..H TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT .KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Richard B. Deming, Peter N. McGee, Julie A. Bennett, Tyler P. Delaney, Deborah L. Duneman,William R. Price,Donna K. Tucek, of Bozeman,Montana, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign,execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President, any Vice Chairman, any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and scaled by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President,any Secretary, any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (05-04)Unlimited }uapisaad 031A aoluaS zUeM4aS salad Q��,r - � 9As s� • Ur'40 9(�Z` �.z2nusr 3O xuP q'SZ snv pma -lnolloouuoO 3o alulS `PIOJI'uH jo f110 ail) ui `XuedwoO ag13o Doi lO 00Z gill lu paleas pue pauWls 'DolO3 ul mop a.re `kluoglny jo aluoi�pIDD aql ui tlluod las Se `sroloanQ 3o spiuog aql 3o suopnlosMd Rurpuels all 1ug1 `arow.raglirg pue `p3j-mol uaaq sou seq pue ao.roJ IIB ul sutew31 fgi1og1nN 3o DleogtlIDD puu 'iau1011V 3o JDmod pogoelle puu gul02;)IOl aql Iegl A-411-IaO AHg2IglI OQ `lnopoauuoD 3o alels aq1 to suollerodioo xools `ANddIAIOO .IL IdfISdO NO L0NIW2IV3 PUB ANV HOD A.LaHfIS QNV A.L'IdfISVO SH3'IaAVH.L VDIH5[ IV IO ANVdWOO A.LaHfIS (INV A.L'IVfISVO S21:4'13AV-HL 30 )uaPlsaad aalA .roluas `pau2isnpun oql `I �.LdOIdI.L2IHO ;ineaila1•Z)aljeW oilgnd fu2ION 90OZ '0£aunr sajidxe uoissiwwoo AW �C 3oaragl suollnlosmd,�uipu%aql rapun aorlpo iaq/srq 3o Sjpoglne Aq suopuiodloo ag13o 3legoq uo luawn.rlsut pies 3q1 palnoaxa ags/oq legs puu `slugs alurodaoo Bons ale luawrulsur pus aql 01 paxw slugs 3q1 legl 'suotieiodioo pros 3o slugs 0111 SMOU l aqs/aq Will 'luawrulsul anoge Dill palnoaxa golgm puu ul paquosap suollerodroo Dill `ANVd OD A.L'IdfISVO NOI-DNINUVA Pue ANVdb110O A L*aHfIS (INd AI'IdfISdO SH3 IdAVB,L `VOIHHwV 30 ANVdNOD AlaHfIS QNd A.L'IdfISVO SH3'I3AVHJLJo Iuaplsaad DMA aoluaS sl Dgs/aq lull) :4us pue asodap pip `woes Xlnp ow Xq 5umq `oqm `umou)l aw of NOS&WOH.L 'M'A0HO519 aweo Xlleuosrad ow aro3aq l OpZ `ragwaoaQ 30 Xep ql£I slgi u0 Iuaplsaad 031A aoluag uosdwoyl •M a6aoaO NNOD to ------------------ s �� 'Yrr�b0 �0 6� 5no .,..+r�y' SVO s�Hr Ai��c �MeM Q2IOdIUVH 3O AINffOO ANVcIWOJ A.L'IVIISVa NO.LONMHV3 plo;iruH-SSf AAIVdNiOD A. 3HaS QNV Al'IVIISV3 SHH'IdAVIU VDIHH iV AO ANY&NOD A.LHHaS QNV A.L'IVflSVD SHH'I2[AVIU MOLLDdNNOD dO UVIS 'b00Z `IDgwooaQ3o xtp glEl slgl paxWu monq oq of slugs a]wodioo.mails pue;uaP►saad aolA aoluaS itagl Xq pau2m Dq of luawrulsm stgl pasnuo DAeq ANWHOO A,L'IdfISdO N0IONIpjHV4 PUe AMVdINOO A131[ IS QNd A.L'IdfISVD S-dH'13AVHJ, `VORI3WV 30 ANddWO:) A La HRS QNd A.L'IdfISdO S-d3'IHAVH L `30aIdHM SSHN LIM NI NOTICE THE FOLLOWING BLANK SPACES IN THE AGREEMENT AND BONDS ARE NOT TO BE FILLED IN BY THE BIDDER AT THE TIME OF SUBMITTING HIS PROPOSAL. THE AGREEMENT AND BOND FORMS ARE INCLUDED AT THIS TIME TO FAMILIARIZE THE BIDDER WITH THE FORM OF AGREEMENT AND BONDS WHICH THE SUCCESSFUL BIDDER WILL BE REQUIRED TO EXECUTE. Agreement Notice—Page 1 of 1 H:\0417\035\docs\Specs\Div 0\00500 Notice.rtf 1/6/06 SECTION 00500 AGREEMENT FORM THIS AGREEMENT is dated as of the ! day of in the year 2006, (effective date), by and between The City of Bozeman (hereinafter called OWNER) and Johnson-Wilson Constructors Inc. (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described in the Invitation to Bid and is described in detail in the Contract Documents and the technical construction drawings. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only.a part is generally described as follows: Durston Road Improvements ARTICLE 3 - ENGINEER 3.01 The Project has been designed by: Morrison-Maierle, Inc. 901 Technology Blvd. Bozeman, MT 59718 who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. Agreement Form - 00500— Page 1 of 8 H:\0417\035-04\Documents\CONTRACTS\00500—agree.doc 2122/06 B. The CONTRACTOR agrees to complete the work within the time(s) specified herein. 4.02 Days to Achieve Substantial Completion and Final Payment A. Contract Time for all schedules shall run concurrently under one Notice to Proceed. The Work will be substantially complete within 210 calendar days after the date when the Contract Time commences to run as provided in paragraph 2.03 of the General Conditions, and will be complete and ready for final payment in accordance with paragraph 14.07 of the General Conditions within 240 calendar days after the date when the Contract Time commences to run. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER Five Hundred Dollars $500.00 for each day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER Five Hundred Dollars $500.00 for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment. B. Liquidated damages for unscheduled employment of the ENGINEER shall be paid by the CONTRACTOR to the OWNER as specified in the Bid Form. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum Four Million Three Hundred Ten Thousand Sixty-Eight Dollars and 69/100s Dollars ($ 4,310,068.69) based on the prices stipulated in the Bid Form and subject to adjustment as provided in the Contract Documents. A. As provided in paragraph 11.01 of the General Conditions, CONTRACTOR agrees that lump sum amount(s) constitute full payment for the work and that these lump sum amount(s) represent a true measure of the labor and materials required to perform the work, including all allowances for overhead, profit, taxes, bonds, insurance, and all other costs for each type and unit of work called for in these Contract Documents. Agreement Form - 00500— Page 2 of 8 H:\0417\035-04\Documents\CONTRACTS\00500_a gree.d oc 2/22/06 B. As provided in paragraph 11.03 of the General Conditions, estimated unit price quantities used for bidding purposes are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in paragraph 9.07 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03 of the General Conditions. ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions or other portions of the Contract Documents. 6.02 Progress Payments; Retainage A. OWNER shall make progress payments in accordance with Article 14 of the General Conditions on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by the ENGINEER once each month during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2 below. All such progress payments will be measured by the schedule of values established in paragraph 2.05.A of the General Conditions or in the case of Unit Price Work based on the number of units of each bid item completed times the bid unit price in the Unit Price Schedule of the Bid Form for each bid item, or, in the event there is no schedule of values, as provided in the General Conditions: 1 . Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage of work completed but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, including but not limited to liquidated damages, in accordance with paragraph 14.02 of the General Conditions: a. The OWNER shall retain 5% of the amount of each payment until final completion and acceptance of all work covered by the Contract Documents. b. Retainage will be 5% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.02 of the General Conditions). 2. Upon Substantial Completion and at the OWNER's discretion, the amount of retainage may be further reduced if requested by the CONTRACTOR. Reduction of retainage is at the sole discretion of the OWNER. OWNER is not obligated to reduce retainage. Amount of substantial completion payment will be reduced by such amounts as ENGINEER shall determine in accordance with paragraph 14.02.13.5 of the General Conditions and by 100% of ENGINEER's Agreement Form -00500— Page 3 of 8 H:\0417\035-04\Documents\CONTRACTS\00500—agree.doc 2/22/06 estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. B. Lien releases shall be required in accordance with SC-14.07A for all project materials and equipment, from subcontractors and suppliers and any other related vendors and subcontractors before final payment is made to Contractor. ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions and Supplementary Conditions shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents (including all Addenda listed in Article 9) and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance or furnishing of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities), if any, which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. CONTRACTOR acknowledges that such reports and drawings are not Contract Documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or Agreement Form - 00500 — Page 4 of 8 H:\0417\035-04\Documents\CONTRACTS\00500_agree.doc 2/22/06 indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the site. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, performance, or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents to be employed by the CONTRACTOR, and safety precautions and programs incident thereto. F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 1 to 8, inclusive); 2. Performance Bond (pages 1 to 2, inclusive); 3. Payment Bond (pages 1 to 2, inclusive); Agreement Form - 00500— Page 5 of 8 H:\0417\035-04\D ocu men is\CO NTRACTS\00500_agree.d oc 2/22/06 4. Other Bonds; a. Bid Bond (pages 1 to 2, inclusive); b. (pages to , inclusive); C. (pages to , inclusive); 5. General Conditions (pages 1 to 44, inclusive); 6. Supplementary Conditions (pages 1 to 15, inclusive); 7. Special Provisions (pages 1 to 39, inclusive + attachments); 8. Specifications as listed in the Table of Contents of the Project Manual; 9. Drawings consisting of a cover sheet and sheets numbered 1 through 51 , inclusive, with each sheet bearing the following general title: Durston Road. 10. Addendum No. 1, pages 2 to 6, inclusive + attachments); 11. Exhibits to this Agreement (enumerated as follows): a. Notice of Award (pages 1 to 1, inclusive); b. CONTRACTOR's Bid Form (pages 1 to 17, inclusive); C. Information Required of Bidders documentation submitted by CONTRACTOR prior to Notice of Award (pages 1 to 2, inclusive); d. ; 12. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed (pages 1 to 1, inclusive); b. Written Amendments; C. Work Change Directives; d. Change Orders. B. The documents listed in paragraph 9.01 .A are attached to this Agreement (except as expressly noted otherwise above). Agreement Form -00500— Page 6 of 8 H A0417\035-04\Docu men ts\CONTRACTS\00500_agree.doc 2/22/06 C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may come due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 10.04 Severabi/ity A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Other Provisions A. The CONTRACTOR agrees to remedy all defects appearing in the work or developing in the materials furnished and the workmanship performed under this Agreement during the warranty period after the date of final acceptance of the work by the OWNER, and further agrees to indemnify and save the OWNER harmless from any costs encountered in remedying such defects." Agreement Form - 00500— Page 7 of 8 H:\0417\035-04\Documents\CONTRACTS\00500—agree.doc 2/22/06 IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed five (5) copies of this Agreement. Two (2) counterparts of the fully signed Contract Documents will be delivered to OWNER, two (2) to CONTRACTOR, and one (1) to ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on the date shown on page 1 (which is the Effective Date of the Agreement). OWNER: CONTRACTOR: Chr�S A. kukvlsk; J0hyj5on- W1`15on Con5trudor5, lnC. By: 7By: (Signature) (Sig t re) Gry P 6Ui oh, Prc Attest /�`� L)ev;n A, ll�nbovr Attest (Signature) Ci� C)e,,k (Sign ture) Dean A Jol nwn, VP Address for giving notices: Address for giving notices: PO i5 (n 42o Wilk-;n son 5irce l 1�O �P•�-►u �'IT� Sy7J/ - / 30 }�elev�. Mr Phone- 1'46 " 5Y2-'-�30G Phone: (406)443 -604? Facsimile: J/06 - 5Y)_".2-3�13 Facsimile: (406)443- [CORPORATE SEAL] [CORPORATE SEAL] Montana Contractors' Registration No 53631 The foregoing Contract, including all Contract Documents which are a part thereof, is in due form accordi� ng to the law, and is hereby approved. (Signature) Attorney of the City of Bozeman (Owner) END OF SECTION 00500 Agreement Form - 00500—Page 8 of 8 H:\0417\035-04\Documents\CONTRACTS\00500—agree.doc 2/22/06 PERFORMANCE BOND Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business) Johnson-Wilson Constructors, Inc. Travelers Casualty and Surety Co.of America 420 Wilkinson Street One Tower Square Helena, MT 59601 Hartford, CT 06183 OWNER(Name and Address): City of Bozeman 411 East Main Street Bozeman, MT 59715 CONTRACT Date: 6er;l" y, )Loob Amount: $4,310,068.69 Descriptions(Name and Location): Durston Road Improvements for the City of Bozeman, Bozeman, MT BOND Bond Number:104380064 Date(Not earlier than Contract Date): A.r"J y Zoo; Amount: $4,310,068.69 Modifications to this Bond Form: None Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent or representative. CONTRACTOR AS PRINCIPAL SURETY Company:Johnson-Wilson Constructors, Inc. Signature: (Seal) Travelers Casualty and Surety Co. of America (Seal) Name and JTie-a Surety's and rporate Seal By: Signature and Title Richa eming, (Attach Power of Attorney)Atto ey-in-Fact (Space is provided below for signatures of additional parties,if required.) Attest: Signature and Title Donna K.Tucek,SCM CONTRACTOR AS PRINCIPAL SURETY Company:Johnson-Wilson Constructors, Inc. Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title EJCDC No.C-610(2002 Edition) Originally prepared through the joint efforts of Surety Association of America,Engineers Joint Contract Documents Committee,the Associated General Contractors of America,and the American Institute of Architects. S-7021/GEEF 7/03 FRP 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, 6. After Owner has terminated Contractor's right to complete the Contract,and if executors,administrators,successors and assigns to the Owner for the performance Surety elects to act under Paragraph 4.1,4.2,or 4.3 above,then the responsibilities of the Contract,which is incorporated herein by reference. of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner 2. If Contractor performs the Contract,Surety and Contractor have no obligation under the Contract.To a limit of the amount of this Bond,but subject to commitment under this Bond,except to participate in conferences as provided in Paragraph 3.1. by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract,Surety is obligated without duplication for: 3.If there is no Owner Default,Surety's obligation under this Bond shall arise after: 6.1 The responsibilities of Contractor for correction of defective Work and 3.1. Owner has notified Contractor and Surety at the addresses described in completion of the Contract; Paragraph 10 below, that Owner is considering declarinv a Contractor Default and has requested and attempted to arrange a conference with 6.2 Additional legal, design professional and delay costs resulting from Contractor and Surety to be held not later than fifteen days after receipt of Contractor's Default, and resulting from the actions or failure to act of such notice to discuss methods of performing the Contract. If Owner, Surety under Paragraph 4;and Contractor and Surety agree,Contractor shall be allowed a reasonable time to perform the Contract,but such an agreement shall not waive Owner's 6.3 Liquidated damages, or if no liquidated damages are specified in the right,if any,subsequently to declare a Contractor Default;and Contract, actual damages caused by delayed performance or non- performance of Contractor. 3.2 The Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract.Such Contractor Default shall 7.Surety shall not be liable to Owner or others for obligations of Contractor that are not be declared earlier than twenty days after Contractor and Surety have unrelated to the Contract,and the Balance of the Contract Price shall not be reduced received notice as provided in paragraph 3.1;and or set off on account of any such unrelated obligations.No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs,executors, 3.3 The Owner has agreed to pay the Balance of the Contract Price to: administrators,or successors. 1. The Surety in accordance with the terms of the Contract; 8. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts,purchase orders and other obligations. 2. Another contractor selected pursuant to paragraph 4.3 to perform the Contract. 9.Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of he Work is 4.When Owner has satisfied the conditions of Paragraph 3,Surety shall promptly located and shall be instituted within two years after Contractor Default or within and at Surety's expense take one of the following actions: two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the 4.1 Arrange for Contractor,with consent of Owner,to perform and complete provisions of this paragraph are void or prohibited by law,the minimum period of the Contract,or limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 4.2 Undertake to perform and complete the Contract itself,through its agents or through independent contractors;or 10. Notice to Surety, Owner or Contractor shall be mailed or delivered to the address shown on the signature page. 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, 11.When this Bond has been furnished to comply with a statutory requirement in the arrange for a contract to be prepared for execution by Owner and the location where the Contract was to be performed, any provision in this Bond contractor selected with Owner's concurrence, to be secured with conflicting with said statutory or legal requirement shall be deemed deleted herefrom performance and payment bonds executed by a qualified surety equivalent and provisions conforming to such statutory or other legal requirement shall be to the Bonds issued on the Contract, and pay to Owner the amount of deemed incorporated herein.The intent is that this Bond shall be construed as a damages as described in paragraph 6 in excess of the Balance of the statutory bond and not as a common law bond. Contract Price incurred by Owner resulting from.Contractor Default;or 12.Definitions. 4.4 Waive its right to perform and complete,arrange for completion,or obtain a new contractor and with reasonable promptness under the circumstances; 12.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, 1. After investigation,determine the amount for which it may be liable including allowance to Contractor of any amounts received or to be to Owner and,as soon as practicable after the amount is determined, received by Owner in settlement of insurance or other Claims for damages tender payment therefor to Owner;or to which Contractor is entitled,reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 12.2 Contract:The agreement between Owner and Contractor identified on the signature page,including all Contract Documents and changes thereto. 5. If Surety does not proceed as provided in Paragraph 4 with reasonable promptness,Surety shall be deemed to be in default on this Bond 15 days after 12.3 Contractor Default:Failure of Contractor,which has neither been remedied receipt of an additional written notice from Owner to Surety demanding that Surety nor waived, to perform or otherwise to comply with the terms of the perform its obligations under this Bond,and Owner shall be entitled to enforce any Contract remedy available to Owner.If Surety proceeds as provided in Paragraph 4.4,and Owner refuses the payment tendered or Surety has denied liability,in whole or in 12.4 Owner Default: Failure of Owner, which has neither been remedied nor part,without further notice Owner shall be entitled to enforce any remedy available waived,to pay Contractor as required by the Contract or to perform and to Owner. complete or comply with the other temrs thereof. FOR INFORMATION ONLY-Name,Address and Telephone Surety Agency or Broker Owner's Representative(engineer or other party) First West, Inc. Morrison-Maierle, Inc. P.O. Box 1800 901 Technology Boulevard Bozeman, MT 59771 Bozeman, MT 59718 S-7021/GEEF 7/03 PAYMENT BOND Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business) Johnson-Wilson Constructors, Inc. Travelers Casualty and Surety Co.of America 420 Wilkinson Street One Tower Square Helena, MT 59601 Hartford,CT 06183 OWNER(Name and Address): City of Bozeman 411 East Main Street Bozeman,MT 59715 CONTRACT Date: / /.(1� y ,t00b Amount:$4,310,068.69 Descriptions(Name and Location): Durston Road Improvements for the City of Bozeman, Bozeman, MT BOND Bond Number: 104380064 u Date(Not earlier than Contract Date): Amount:$4,310,068.69 Modifications to this Bond Form: None Surety and Contractor,intending to be legally bound hereby,subject to the terms printed on the reverse side hereof,do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent or representative. CONTRACTOR AS PRINCIPAL SURETY Company: Johnson-Wilson Constructors, Inc. Signature: (Seal) / Travelers Casualty and Surety Co.of America _(Seal) Name and Tit 64r y P�V/'k*r PaneW@th4 Surety's Name fr��Sea By: Signature nd Title Richard B. Deming torney—in—Fact (Attach Power of Attorney) (Space is provided below for signatures of additional parties,if required.) , 5,w* Attest: S9l/Nd Signature and Title Donna K.Tucek, SCM CONTRACTOR AS PRINCIPAL SURETY Company: Johnson-Wilson Constructors, Inc. Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title EJCDC No.C-615(2002 Edition) Originally prepared through the joint efforts of Surety Association of America, Engineers Joint Contract Documents Committee, the Associated General Contractors of America,and the American Institute of Architects,the American Subcontractors Association,and the Associated Specialty Contractors. S-70231GEEF 7/03 FRP 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, bond.By Contractor furnishing and Owner accepting this Bond,they agree that all executors, administrators, successors and assigns to Owner to pay for labor, funds earned by Contractor in the performance of the Contract are dedicated to materials,and equipment furnished by Claimants for use in the performance of the satisfy obligations of Contractor and Surety under this Bond, subject to Owner's Contract,which is incorporated herein by reference. priority to use the funds for the completion of the Work. 2.With respect to Owner,this obligation shall be null and void if Contractor: 9. Surety shall not be liable to Owner, Claimants or other for obligations of 2.1 Promptly makes payment, directly or indirectly, for all sums due Contractor that are unrelated to the Contract Owner shall not be liable for payment Claimants,and of any costs or expenses of any Claimant under this Bond,and shall have under this Bond no obligations to make payments to,give notices on behalf of,or otherwise 2.2 Defends,indemnifies and holds hamnless Owner from all claims,demands, have obligations to Claimants under this Bond. liens or suits alleging non-payment by Contractor by any person or entity who furnished labor,materials or equipment for use in the performance of 10. Surety hereby waives notice of any change. including changes of time,to the the Contract,provided Owner has promptly notified Contractor and Surety Contract or to related Subcontracts,purchase orders and other obligations. (at the addresses described in Paragraph 12)of any claims,demands,liens or suits and tendered defense of such claims,demands,liens or suits to 11.No suit or action shall be commenced by a Claimant under this Bond other than Contractor and Surety,and provided there is no Owner Default in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one year from the date(1)on which the 3.With respect to Claimants,this obligation shall be null and void if Contractor Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3,or(2)on promptly makes payment,directly or indirectly,for all sums due. which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract,whichever of 4.The Surety shall have no obligation to Claimants under this Bond until: (1)or(2)first occurs.If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the 4.1 Claimants who are employed by or have a direct contract with Contractor jurisdiction of the suit shall be applicable. have given notice to Surety(at the addresses described in Paragraph 12)and sent a copy,or notice thereof,to Owner,stating that a claim is being made 12. Notice to Surety, Owner or Contractor shall be mailed or delivered to the under this Bond and,with substantial accuracy,the amount of the claim. addresses shown on the signature page.Actual receipt of notice by Surety,Owner or Contractor, however accomplished,shall be sufficient compliance as of the date 4.2 Claimants who do not have a direct contract with Contractor received at the address shown on the signature page. 1.Have furnished written notice to Contractor and sent a copy,or notice 13.When this Bond has been furnished to comply with a statutory requirement in the thereof,to Owner,within 90 days after having last performed labor or location in the location where the Contract was to be performed,any provision in last furnished materials or equipment included in the claim stating,with this Bond conflicting with said statutory or legal requirement shall be deemed deleted the substantial accuracy,the amount of the claim and the name of the herefrom and provisions conforming to such statutory or other legal requirement party to whom the materials were furnished or supplied or for whom the shall be deemed incorporated herein.The intent is that this Bond shall be construed labor was done or performed;and as a statutory Bond and not as a common law bond. 2.Have either received a rejection in whole or in part from Contractor,or 14.Upon request of any person or entity appearing to be a potential beneficiary of not received within 30 days of furnishing the above notice any this Bond,Contractor shall promptly furnish a copy of this Bond or shall permit a communication from Contractor by which Contractor had indicated the copy to be made. claim will be paid directly or indirectly;and 15.DEFINITIONS 3.Not having been paid within the above 30 days,have sent a written notice to Surety and sent a copy,or notice thereof,to Owner,stating 15.1 Claimant:An individual or entity having a direct contract with Contractor that a claim is being made under this Bond and enclosing a copy of the or with a first-tier subcontractor of Contractor to furnish labor,materials or previous written notice furnished to Contractor. equipment for use in the performance of the Contract.The intent of this Bond shall be to include without limitation in the terms"labor,materials or 5. If a notice by a claimant required by Paragraph 4 is provided by Owner to equipment" that part of water, gas, power, light, heat, oil, gasoline, Contractor or to Surety,that is sufficient compliance. telephone service or rental equipment used in the Contact,architectural and engineering services required for performance of the Work of Contractor 6. When the Claimant has satisfied the conditions of Paragraph 4, Surety shall and Contractor's Subcontractors,and all other items for which a mechanic's promptly and at Surety's expense take the following actions. lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 6.1 Send an answer to the Claimant,with a copy to Owner,within 45 days after receipt of the claim,stating the amounts that are undisputed and the 15.2 Contract:The agreement between Owner and Contractor identified on the basis for challenging any amounts that are disputed. signature page,including all Contract Documents and changes thereto. 6.2 Pay or arrange for payment of any undisputed amounts. 15.3 Owner Default:Failure of Owner, which has neither been remedied nor waived,to pay Contractor as required by the Contract or to perform and 7.Surety's total obligation shall not exceed the amount of this Bond,and the amount complete or comply with the other terms thereof of this Bond shall be credited for any payment made in good faith by Surety. 8.Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims,if any,under any performance FOR INFORMATION ONLY-Name,Address and Telephone Surety Agency or Broker Owner's Representative(engineer or other party) First West, Inc. Morrison-Maierle, Inc. P.O. Box 1800 901 Technology Blvd. Bozeman, MT 59771 Bozeman, MT 59718 S-7023/GEEF 7/03 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ST PALIL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St.Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney-In Fact No. 214338 Certificate No. 000112304 KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Richard B. Deming, Peter N. McGee, Julie A. Bennett,Tyler P. Delaney, Deborah L. Duneman,William R. Price, and Donna K.Tucek of the City of Bozeman State of Montana their true and lawful Attorneys)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permittedin any actions or proceedings allowed by law. ruary IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 14th day of $' Farmington Casualty Company v St.Paul Guardian Insurance Company 4 Fidelity and Guaranty Insurance Company .3,�" 5t.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company G�SU,� SIWETy FIRE 6 �N I NfG t"' ;�N UA P�(Y ANp �§� TY 02,�yp',p�pp'`�r?i. o �t <y _�y Qo;.- •.B� pia. .,Qi"`- rJ m� to/��•...�r� 'c`�� ��+' M 5 �ry .� � C1CDflPORATfD� i (� Z ���P PORA>f.� WR:�PORAT��s u 9A / �g '�'� HLLtl�yq 'o° W NARTFOHD, • f a`HARTFDRD ll T� a Z�•�; �$ 1951 � NO �w� �`'•SEAL;oI '�;, 1 f:.......L CONN. n �` COfJN. t896 SBA .'D >Oe� � � ni• � � as�.AN"a! d . .:�aDr- y s * r aN "'a4mmm, n AHD State of Connecticut By: City of Hartford ss. 9041ge W ompson,Sen' r Vic President On this the 14th day of February 2006 before me personally appeared George W.Thompson,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G'jEr, In Witness Whereof,I hereunto set my hand and official seal. TM � My Commission expires the 30th day of June,2006. AUBIIp * Marie C.Tetreault,Notary Public '19VECt"�'� 58440 9 05 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St.Paul Fire and Marine Insurance Company, St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President, any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,Seaboard Surety Company,St. Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company, St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Comparty4fAmerica;and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been revoked. ate; IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of,aid Companies this day of I t + ) 20 V b. l:- Kori M.Johans Assistant Secretary ��suA c3' � S+wEry ,owaEMa"�., *N iMs ••,..�.,. Traao w`wn`" tY ppKgq,' � YN'. 1982 O f$OAPORA>F's' �Q RPOAA>'p: ° 9; � yOt r i9n i95� sO m �`•.SEALjo" ' CONIC £ N 1896 c°' `>... .•'a�} dSBAL,au >O*r� +\ s•+� °'i �p To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.stpaultravelersbond.com.Please refer to the Attomey-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. s i 9 7 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER a ACNORQ. CERTIFICATE OF LIABILITY INSURANCE JOH2 DATE(MM/DD/YYYY) NW- 03/07/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIL# INSURED INSURERA: Cincinnati insurance Company INSURERB: Montana State Fund Johnson-Wilson Constructors Gary Wilson INSURERC: 420 Wilkinson INSURERD: Helena MT 59602 INSURER E: COVERAGES TI it F,L C;IES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWfrHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PO ICY EFFECTIVE POLICY EXPIRATION LTR)NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY CAP5483914 07/08/05 07/08/06 PREMISES(Eaoccurence) $ 500,000 CLAIMS MADE X❑OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,00 0 POLICY X PROJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 00O 0O0 A X ANY AUTO CAA5483914 07/08/05 07/08/06 (Ea accident) i r ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $4,000,0Q0 A X OCCUR CLAIMSMADE CCC4964252 07/08/05 07/08/06 AGGREGATE $4,000,000 DEDUCTIBLE $ X RETENTION $0 $ WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS'LIABILITY 032569899 07/08/05 07/08/06 E.L.EACH ACCIDENT $1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1000000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. City of Bozeman is an additional insured as respects their interest for the operations of the named insured per policy form GA233 1001. CERTIFICATE HOLDER CANCELLATION CITBO-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Bozeman IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 411 East Main Street REPRESENTATIVES, Bozeman MT 59715 AUTHOR EE SENT E ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) ,^GRD,. CERTIFICATE OF LIABILITY INSURANCE OP ID D DATE(MM/DD/YYYY) JOHNW-2 03/07/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance company INSURER B: Montana State Fund Johnson-Wilson Constructors Gary Wilson INSURERC: 420 Wilkinson INSURERD: Helena MT 59602 INSURER E: COVERAGES T FIG POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ZjKPOLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATI N LT NSR TYPE OF INSURANCE DATE(MM/DD/YY) DATE(MM/DDlYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY CAP5483914 07/08/05 07/08/06 PREMISES(Eaoccurence) $ 500,000 CLAIMS MADE X❑ OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG s2,000,000 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 0 A X ANYAUTO CAA5483914 07/08/05 07/08/06 (Ea accident) r 00 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ I ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $4,000,000 A X OCCUR CLAIMS MADE CCC4964252 07/08/05 07/08/06 AGGREGATE $4,000,000 $ 0 DEDUCTIBLE $ RETENTION $O I $ WORKERS COMPENSATION AND X'TORY LIMITS ER B EMPLOYERS'LIABILITY 032569899 07/08/05 07/08/06 E.L.EACH ACCIDENT $ 1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1000000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. Morrison-Maierle, Inc. is an additional insured as respects their interest for the operations of the named insured per policy form GA233 1001. CERTIFICATE HOLDER CANCELLATION MORRI SO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Morrison-Maierle, Inc. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 901 Technology Blvd South REPRESENTATIVES. Bozeman MT 59718 AUTHORI E KESENTPeME ACORD 25(2001108) ©ACORD CORPORATIO�1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) TE(MMIDDfYYYY) AC D CERTIFICATE OF LIABILITY INSURANCE JOHOP ID D NW-2 DA03/07/6 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: Montana State Fund Johnson-Wilson Constructors Gary Wilson INSURERC: 420 Wilkinson INSURERD: Helena MT 59602 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MM DDIYY)E POL DA EY(MMPDD/Y) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY CAP 5 4 8 3 914 07/08/05 07/08/06 PROEM sES(Ea occurence) $ 500,000 CLAIMS MADE [j�] OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 0 0,0 0 0 POLICY X PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 OOO OOO A X ANY AUTO CAA5483914 07/08/05 07/08/06 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) i PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $4,000,000 A X OCCUR CLAIMS MADE CCC4964252 07/08/05 07/08/06 AGGREGATE $4,000,000 DEDUCTIBLE $ X RETENTION $O $ WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS'LIABILITY 032569899 07/08/05 07/08/06 E.L.EACH ACCIDENT $1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1000000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 OTHER I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. Gallatin County is an additional insured as respects their interest for operations of the named insured per form GA233 1001. CERTIFICATE HOLDER CANCELLATION GACOU-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Gallatin County IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 311 West Main Street, Room 301 REPRESENTATIVES. 19 Bozeman MT 59715 AUTHORI E SENT E ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) OP ID D DATE(MM/DD/YYYY) AC4RD CERTIFICATE OF LIABILITY INSURANCE JOHNW-2 1 03/07/06 P70DUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: Montana State Fund Johnson-Wilson Constructors Gary Wilson INSURERC: 420 Wilkinson INSURERD: Helena MT 59602 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD' POLICY EFFE TIVE POLICY EXPIRATION --------- LTR,INSRq TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MMIOD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X X COMMERCIAL GENERAL LIABILITY CAP 5 4 8 3 914 07/08/05 07/08/06 PREMISES(Ea occurence) $ 500,000 CLAIMS MADE Fil OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,0 00,000 POLICY X PRO Ll LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 000 A X ANY AUTO CAA5483914 07/08/05 07/08/06 (Ea accident) i r ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLALIABILITY EACH OCCURRENCE $4,000,000 A X OCCUR El CLAIMS MADE CCC4964252 07/08/05 07/08/06 AGGREGATE $4,000,000 DEDUCTIBLE $ X RETENTION $O $ WORKERS COMPENSATION AND X TORY LIMITS ER B EMPLOYERS'LIABILITY 032569899 07/08/05 07/08/06 E.L.EACH ACCIDENT $1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $1000000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1000000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. NTL Engineering and Geoscience, Inc. is an additional insured as respects their interest for the operations of the named insured per policy form GA233 1001. CERTIFICATE HOLDER CANCELLATION NTLEN-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL NTL Engineering and IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Geoscience, Inc. 1392 13 th Ave. SW REPRESENTATIVES. Great Falls MT 59404 AUTHORI E SEale NT E ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) AcaRoa CERTIFICATE OF LIABILITY INSURANCE OP ID D DATE(MM/DD/YYYY) JOHNW-2 1 03/07/06 PReDUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: City of Bozeman INSURERC: 411 E Main INSURER D: Bozeman MT 59715 -- - I INSURER E: COVERAGES THE POLICES Or INSURANCE LISTED BELO','-/HAVE DEER!SSJED l O TI E INSUR D P1,M.IED ABOVE FOR THE POLICY PERIOD INDICA TED.NOTJv'HT[L TA•iD L1 ANY REQUIREMENT.TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT+:/ITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CAP 5 8 6 3 814 0 3/0 6/0 6 0 3/0 6/0 7 PREMISES(Ea occurence) $ CLAIMS MADE a OCCUR MED EXP(Any one person) $ X Owner/Cunt Prot. PERSONAL&ADV INJURY $ GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: j PRODUCTS-COMP/OP AGG $ X POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. Morrison-Maierle, Inc. is an additional insured as respects their interest for the operations of the named insured per form GA4087 1001. CERTIFICATE HOLDER CANCELLATION MORRI SO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Morrison-Maierle, Inc. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 901 Technology Blvd South REPRESENTATIVES. 19 Bozeman MT 59718 AUTHORI E SENT E ACORD 25(2001/08) ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) ACOP-D.. CERTIFICATE OF LIABILITY INSURANCE OP ID D DATE(MM/DD/YYYY) JOHNW-2 03/07/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: City of Bozeman INSURERC: 411 E Main INSURERD: Bozeman MT 59715 -__--- INSURER E: COVERAGES TILE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS - POLICY EFFECTIVE POLICY EXPIRATION ----------- -- LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CAP 5 8 6 3 814 0 3/0 6/0 6 0 3/0 6/0 7 PREMISES(Ea occurence) $ CLAIMS MADE a OCCUR MED EXP(Any one person) $ X Owner/Copt Prot. PERSONAL&ADV INJURY $ GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ X POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY - ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. Gallatin County is an additional insured as respects their interest for the operations of the named insured per policy form GA4084 1001. CERTIFICATE HOLDER CANCELLATION GACOU-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Gallatin County IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 311 West Main Street, Room 301 REPRESENTATIVES. Bozeman MT 59715 AUTHORI E SENTVK4E ACORD 25(2001/08) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) A40RD CERTIFICATE OF LIABILITY INSURANCE JOH DATE(MM/DD/YYYY) NW-2 03/07/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: City of Bozeman INSURERC: 411 E Main INSURER D: Bozeman MT 59715 -- - -- --- ---- INSURER E: j COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDI iIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSIT' POLICY EFFECTIVE POLICY EXPIRATION -'_- LTR INS TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CAP 5 8 6 3 814 0 3/0 6/0 6 0 3/0 6/0 7 PREMISES(Ea occurence) $ CLAIMS MADE I FX"J OCCUR MED EXP(Any one person) $ X Owner/Copt Prot. PERSONAL&ADV INJURY $ GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ X POLICY PROECT LOC J i AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. NTL Engineering and Geoscience Inc. is an additional insured as respects their interest for the operations of the named insured per form GA4087 1001. CERTIFICATE HOLDER CANCELLATION NTLEN-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL, NTL Engineering and IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Geoscience, Inc. 1392 13 th Ave. SW REPRESENTATIVES. Great Falls MT 59404 AUTHORI E SENT E ACORD 25(2001108) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) ACQW, CERTIFICATE OF LIABILITY INSURANCE OP ID D DATE(MMlDD/YYYY) JOHrrw-2 1 03/07/06 PR.QUUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION First West, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO Box 1800 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1905 Stadium Dr ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-587-5111 Fax:406-586-0271 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Cincinnati Insurance Company INSURER B: City of Bozeman INSURERC: Bozemanain MT 59715 ' INSURER D: — j INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDI HONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR-ADD' -__-- _ POLICY FECTIVE POLICY EXPIRATION -------- LTR)NSR TYPE OF INSURANCE POLICY NUMBER DATE(MMEF/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 UAVAGA X COMMERCIAL GENERAL LIABILITY CAP 5 8 6 3 814 0 3/0 6/0 6 0 3/0 6/0 7 PREM SES(Ea occurence) $ CLAIMS MADE FX7 OCCUR MED UP(Any one person) $ X Owner/Copt Prot. PERSONAL&ADV INJURY $ GENERAL AGGREGATE s2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ X I POLICY JERO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY $ ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT -. OFFICER/MEMBER EXCLUDED? E.L DISEASE-EA EMPLOYEE'; $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Durston Road Improvements project. Johnson-Wilson Constructors, Inc. is the designated contractor for this project. CERTIFICATE HOLDER CANCELLATION JOHNS2 5 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Johnson-Wilson Constructors IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 420 Wilkinson REPRESENTATIVES. Helena MT 59601 AUTHORI E SENT E ACORD 25(2001108) ©ACORD CORPORATION 1988 I IVI P©RTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001/08) AcoRD EVIDENCE OF PROPERTY INSURANCE OP ID DT DATE(MM/DDIYY) 03/29/06 THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE,AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY. PRODUCER rHONeiFnx - a�,No,E.,,: 406-587-5111406-586-027 COMPANY First West, Inc. PO Box 1800 Cincinnati insurance Company 1905 Stadium Dr PO Box 145496 Bozeman MT 59715 Fairfield OH 45250-5496 Richard B. Deming, CIC - t'" n Ap CODE: 25-006 SUB CODE: AGENCY - M__ A CUSTOMER ID#: JOHNW-2 4 INSURED LOAN NUMBER POLICY NUMBER Johnson-Wilson Constructors � CAP5863806 Gary Wilson EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 420 Wilkinson 03/06/06 12/06/06 nTERMINATEDIFCHECKED Helena MT 59602 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION/DESCRIPTION 001 Durston Road Improvements Durston Road Bozeman MT 59715 COVERAGE INFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Coverage, Special Form -Project Limit $4,310,069 $1,000 -Temporary Location $100,000 $1,000 -In Transit $100,000 $1,000 -Soft Costs $200,000 i $1,000 -Earthquake Sublimit $4 ,310,069 $5,000 -Flood Sublimit $1 ,000,000 $5,000 -Boiler & Machinery Included -Testing/Startup/Partial Occupancy Included REMARKS(Including Special Conditions) CANCELLATION THE POLICY IS SUBJECT TO THE PREMIUMS, FORMS,AND RULES IN EFFECT FOR EACH POLICY PERIOD. SHOULD THE POLICY BE TERMINATED,THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 45 DAYS WRITTEN NOTICE,AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT INTEREST, IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE X ADDITIONAL INSURED ~; LOSS PAYEE Morrison-Maierle, Inc. LOAN# 901 Technology Blvd South AUTHORIZED REPRESENTATIV Bozeman MT 59718 ACORD 27(3/93) OACORD CORPORATION 1993 AcoRo EVIDENCE OF PROPERTY INSURANCE OP ID DT DATE(MMIDD(YY) 03/29/06 THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE,AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY. PRODUCER aeoNeiFax COMPANY 406-587-5111406-586-027 First West, Inc. PO Box 1800 Cincinnati Insurance Company 1905 Stadium Dr PO Box 145496 Bozeman MT 59715 Fairfield OH 45250-5496 Richard B. Deming, CIC CODE: 25-006 SUB CODE: AGENCY — CUSTOMER_I_D_#: JOHNW-2 INSURED LOAN NUMBER POLICY NUMBER Johnson-Wilson Constructors CAP5863806 Gary Wilson EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 420 Wilkinson TER MINATEDIFCHECKED Helena MT 59602 -_ 03/06/06 �- 12/06/06 THIS REPLACES PRIOR EVIDENCE DATED: PROPERTY INFORMATION LOCATION(D ESC RI PTI O N 001 Durston Road Improvements Durston Road Bozeman MT 59715 COVERAGE INFORMATION COVE RAG E/PERILSIFORMS AMOUNT OF INSURANCE_I DEDUCTIBLE Builders Risk Coverage, Special Form -Poject limit $4,310,069' $1,000 -Temporary location $100,000 $1,000 -In Transit $100,000 $1,000 -Soft Costs $200,000 $1,000 -Earthquake Sublimit $4,310,069; $5,000 -Flood Sublimit $1,000,000 $5,000 -Boiler & Machinery Included -Testing/Startup/Partial Occupancy Included REMARKS(Including;Special Conditions) CANCELLATION THE POLICY IS SUBJECT TO THE PREMIUMS, FORMS,AND RULES IN EFFECT FOR EACH POLICY PERIOD.SHOULD THE POLICY BE TERMINATED,THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 45 DAYS WRITTEN NOTICE,AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT INTEREST, IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE X ADDITIONAL INSURED LOSS PAYEE City of Bozeman LOAN# 411 East Main AUTHORIZED REPRESENT Bozeman MT 59715 ACORD 27(3193) ©ACORfl CORPORATION 1993 Acoxa EVIDENCE OF PROPERTY INSURANCE OP ID DT DA'TE(MM/DD/YY) 03/29/06 THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED, IS IN FORCE,AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY. PRODUCER PNONEXnx COMPANY (IC,Nu,E.1) 406-587-511L406-586-027 First West, Inc. PO Box 1800 Cincinnati Insurance Company ,-any 1905 Stadium Dr PO Box 145496 Bozeman MT 59715 Fairfield OH 45250-5496 Richard B. Deming, CIC CODE: 2 5-0 06 SUB CODE: AG NCY CUSTOMER ID#: JOHNW-2 _ INSURED LOAN NUMBER P-0_L1 C Y NUMBER ,7ohnson-Wilson Constructors CAP5863806 Gary Wilson EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 420 Wilkinson 03/06/06 12/06/06 —�I TERMINATED IF CHECKED Helena MT 59602 - _ -- __ THIS REPLACES PRIOR EVIDENCE DATED: I PROPERTY INFORMATION LOCATION/DESCRIPTION 001 Durston Road Improvements Durston Road Bozeman MT 59715 COVERAGE IN FORMATION' COVERAGE/PERILS/FORMS -_ __ AMOUNT OF INSURANCE DEDUCTIBLE Builders Risk Coverage, Special Form -Project Limit $4,310,069I $1,000 -Temporary Location $100,000 $1,000 -In Transit $100,000 $1,000 -Soft Costs $200,000 $1,000 -Earthquake Sublimit $4,310,0691 $5,000 -Flood Sublimit $1,000,000 $5,000 -Boiler & Machinery Included -Testing/Startup/Partial Occupancy Included REMARKS(Including Special Conditions) CANCELLATION THE POLICY IS SUBJECT TO THE PREMIUMS,FORMS,AND RULES IN EFFECT FOR EACH POLICY PERIOD. SHOULD THE POLICY BE TERMINATED,THE COMPANY WILL GIVE THE ADDITIONAL INTEREST IDENTIFIED BELOW 45 DAYS WRITTEN NOTICE,AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT INTEREST, IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE DDITIONAL INSURED LOSS PAYEE NTL Engineering and LOAN# Geoscience, Inc. 1392 13 th Ave. SW AUTHORIZED REPRESENTATIV Great Falls MT 59404 ACORD 27(3/93) ©ACORD'CORPORATION 1993 PAYMENT BOND Any singular reference to Contractor,Surety,Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business): OWNER(Name and Address): CONTRACT Date: Amount: Description(Name and Location): BOND Bond Number: Date(Not earlier than Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof,do each cause this Payment Bond to be duly executed on its behalf by its authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) (Space is provided below for signatures of additional -` parties,if required.) Attest: Signature and Title CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: __. Signature and Title (Attach Power of Attorney) Attest: Signature and Title: EJCDC No.C-615(2002 Edition) Originally prepared through the joint efforts of the Surety Association of America,Engineers Joint Contract Documents Committee,the Associated General Contractors of America, the American Institute of Architects, the American Subcontractors Association, and the Associated Specialty Contractors. Payment Bond—00615—Page 1 of 2 H:\0417\035\docs\Specs\Div 0\00610 pay.bond_c-615.doc 1/6/06 1. Contractor and Surety,jointly and severally, bind themselves, their heirs, 8. Amounts owed by Owner to Contractor under the Contract shall be used for - executors, administrators, successors, and assigns to Owner to pay for labor, the performance of the Contract and to satisfy claims, if any, under any materials,and equipment furnished by Claimants for use in the performance of performance bond. By Contractor furnishing and Owner accepting this Bond, the Contract,which is incorporated herein by reference. they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, 2. With respect to Owner,this obligation shall be null and void if Contractor: subject to Owner's priority to use the funds for the completion of the Work. 2.1. Promptly makes payment, directly or indirectly, for all sums due Claimants,and 9. Surety shall not be liable to Owner,Claimants, or others for obligations of Contractor that are unrelated to the Contract. Owner shall not be liable for 2.2. Defends, indemnifies, and holds harmless Owner from all claims, payment of any costs or expenses of any Claimant under this Bond,and shall demands, liens, or suits alleging non-payment by Contractor by any have under this Bond no obligations to make payments to,give notices on behalf person or entity who furnished labor,materials,or equipment for use in of,or otherwise have obligations to Claimants under this Bond. the performance of the Contract,provided Owner has promptly notified Contractor and Surety(at the addresses described in Paragraph 12)of 10. Surety hereby waives notice of any change,including changes of time,to the any claims, demands, liens, or suits and tendered defense of such Contract or to related Subcontracts,purchase orders and other obligations. claims,demands,liens,or suits to Contractor and Surety,and provided there is no Owner Default. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or 3. With respect to Claimants,this obligation shall be null and void if Contractor part of the Work is located or after the expiration of one year from the date(1) promptly makes payment,directly or indirectly,for all sums due. on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3,or(2)on which the last labor or service was performed by anyone or the 4. Surety shall have no obligation to Claimants under this Bond until: last materials or equipment were furnished by anyone under the Construction Contract,whichever of(])or(2)first occurs. If the provisions of this paragraph 4.1. Claimants who are employed by or have a direct contract with are void or prohibited by law, the minimum period of limitation available to Contractor have given notice to Surety(at the addresses described in sureties as a defense in the jurisdiction of the suit shall be applicable. Paragraph 12)and sent a copy,or notice thereof,to Owner,stating that a claim is being made under this Bond and,with substantial accuracy, 12. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the the amount of the claim. addresses shown on the signature page. Actual receipt of notice by Surety, Owner,or Contractor,however accomplished,shall be sufficient compliance as 4.2. Claimants who do not have a direct contract with Contractor: of the date received at the address shown on the signature page. 1. Have furnished written notice to Contractor and sent a copy, or 13. When this Bond has been furnished to comply with a statutory requirement notice thereof,to Owner,within 90 days after having last performed in the location where the Contract was to be performed, any provision in this labor or last furnished materials or equipment included in the claim Bond conflicting with said statutory requirement shall be deemed deleted stating,with substantial accuracy,the amount of the claim and the herefrom and provisions conforming to such statutory requirement shall be name of the party to whom the materials or equipment were deemed incorporated herein. The intent is that this Bond shall be construed as a furnished or supplied, or for whom the labor was done or statutory Bond and not as a common law bond. performed;and 14. Upon request of any person or entity appearing to be a potential beneficiary 2. Have either received a rejection in whole or in part from Contractor, of this Bond, Contractor shall promptly furnish a copy of this Bond or shall or not received within 30 days of furnishing the above notice any permit a copy to be made. communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly;and 15. DEFINITIONS 3. Not having been paid within the above 30 days,have sent a written 15.1. Claimant: An individual or entity having a direct contract with notice to Surety and sent a copy,or notice thereof,to Owner,stating Contractor,or with a first-tier subcontractor of Contractor,to furnish that a claim is being made under this Bond and enclosing a copy of labor, materials, or equipment for use in the performance of the the previous written notice furnished to Contractor. Contract. The intent of this Bond shall be to include without limitation in the terms "labor,materials or equipment" that part of water, gas, 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to power,light,heat,oil,gasoline,telephone service,or rental equipment Contractor or to Surety,that is sufficient compliance. used in the Contract,architectural and engineering services required for performance of the Work of Contractor and Contractor's 6. When a Claimant has satisfied the conditions of Paragraph 4,the Surety shall Subcontractors,and all other items for which a mechanic's lien may be promptly and at Surety's expense take the following actions: asserted in the jurisdiction where the labor, materials, or equipment were furnished. 6.1. Send an answer to that Claimant,with a copy to Owner,within 45 days after receipt of the claim,stating the amounts that are undisputed and 15.2. Contract:The agreement between Owner and Contractor identified on the basis for challenging any amounts that are disputed. the signature page, including all Contract Documents and changes thereto. 6.2. Pay or arrange for payment of any undisputed amounts. 15.3. Owner Default:Failure of Owner,which has neither been remedied nor 7. Surety's total obligation shall not exceed the amount of this Bond,and the waived,to pay Contractor as required by the Contract or to perform and amount of this Bond shall be credited for any payments made in good faith by complete or comply with the other terms thereof. Surety. FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker: Owner's Representative(engineer or other party): Payment Bond — 00615— Page 2 of 2 H:\0417\035\flocs\Specs\Div 0\00610 pay.bond_c-615.doc 1/6/06 PERFORMANCE BOND Any singular reference to Contractor,Surety,Owner, or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business): OWNER(Name and Address): CONTRACT Date: Amount: Description(Name and Location): BOND Bond Number: Date(Not earlier than Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor,intending to be legally bound hereby, subject to the terms printed on the reverse side hereof,do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) (Space is provided below for signatures of additional parties,if required.) Attest: Signature and Title CONTRACTOR AS PRINCIPAL SURETY Company: Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title: EJCDC No.C-610(2002 Edition) Originally prepared through the joint efforts of the Surety Association of America,Engineers Joint Contract Documents Committee,the Associated General Contractors of America,and the American Institute of Architects. Performance Bond - 00610-Page 1 of 2 H:\0417\035\does\Specs\Div 0\00615 perf.bond_c-610.doc 1/6/06 I. Contractor and Surety, jointly and severally, bind themselves, their heirs, 6. After Owner has terminated Contractor's right to complete the Contract, and if executors,administrators,successors,and assigns to Owner for the performance of the Surety elects to act under Paragraph 4.1,4.2,or 4.3 above,then the responsibilities of Contract,which is incorporated herein by reference. Surety to Owner shall not be greater than those of Contractor under the Contract,and the responsibilities of Owner to Surety shall not be greater than those of Owner under 2. If Contractor performs the Contract, Surety and Contractor have no obligation the Contract. To a limit of the amount of this Bond,but subject to commitment by under this Bond,except to participate in conferences as provided in Paragraph 3.1. Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract,Surety is obligated without duplication for: 3. If there is no Owner Default,Surety's obligation under this Bond shall arise after: ' 6.1. The responsibilities of Contractor for correction of defective Work and 3.1. Owner has notified Contractor and Surety, at the addresses described in completion of the Contract; Paragraph 10 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with 6.2. Additional legal, design professional, and delay costs resulting from Contractor and Surety to be held not later than 15 days after receipt of Contractor's Default, and resulting from the actions or failure to act of such notice to discuss methods of performing the Contract. If Owner, Surety under Paragraph 4;and Contractor and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive 6.3. Liquidated damages, or if no liquidated damages are specified in the Owner's right,if any,subsequently to declare a Contractor Default;and Contract, actual damages caused by delayed performance or non- performance of Contractor. 3.2. Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall 7. Surety shall not be liable to Owner or others for obligations of Contractor that are not be declared earlier than 20 days after Contractor and Surety have unrelated to the Contract,and the Balance of the Contract Price shall not be reduced or received notice as provided in Paragraph 3.1;and set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, 3.3. Owner has agreed to pay the Balance of the Contract Price to: administrators,or successors. 1. Surety in accordance with the terms of the Contract; 8. Surety hereby waives notice of any change,including changes of time,to Contract or to related subcontracts,purchase orders,and other obligations. 2. Another contractor selected pursuant to Paragraph 4.3 to perform the Contract. 9. Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is 4. When Owner has satisfied the conditions of Paragraph 3,Surety shall promptly and located and shall be instituted within two years after Contractor Default or within two at Surety's expense take one of the following actions: years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond,whichever occurs first. If the provisions of 4.1. Arrange for Contractor,with consent of Owner,to perform and complete this paragraph are void or prohibited by law, the minimum period of limitation the Contract;or available to sureties as a defense in the jurisdiction of the suit shall be applicable. 4.2. Undertake to perform and complete the Contract itself,through its agents 10. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the address or through independent contractors;or shown on the signature page. 4.3. Obtain bids or negotiated proposals from qualified contractors acceptable 11. When this Bond has been furnished to comply with a statutory requirement in the to Owner for a contract for performance and completion of the Contract, location where the Contract was to be performed, any provision in this Bond arrange for a contract to be prepared for execution by Owner and conflicting with said statutory requirement shall be deemed deleted herefrom and Contractor selected with Owner's concurrence, to be secured with provisions conforming to such statutory requirement shall be deemed incorporated performance and payment bonds executed by a qualified surety equivalent herein. The intent is that this Bond shall be construed as a statutory bond and not as a to the bonds issued on the Contract, and pay to Owner the amount of common law bond. damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default;or 12. Definitions. 4.4. Waive its right to perform and complete,arrange for completion,or obtain 12.1 Balance of the Contract Price: The total amount payable by Owner to a new contractor and with reasonable promptness under the circumstances: Contractor under the Contract after all proper adjustments have been made,including allowance to Contractor of any amounts received or to be 1. After investigation,determine the amount for which it may be liable to received by Owner in settlement of insurance or other Claims for damages Owner and, as soon as practicable after the amount is determined, to which Contractor is entitled,reduced by all valid and proper payments tender payment therefor to Owner;or made to or on behalf of Contractor under the Contract. 2. Deny liability in whole or in part and notify Owner citing reasons 12.2. Contract:The agreement between Owner and Contractor identified on the therefor. signature page,including all Contract Documents and changes thereto. 5. If Surety does not proceed as provided in Paragraph 4 with reasonable promptness, 12.3. Contractor Default: Failure of Contractor, which has neither been Surety shall be deemed to be in default on this Bond 15 days after receipt of an remedied nor waived,to perform or otherwise to comply with the terns of additional written notice from Owner to Surety demanding that Surety perform its the Contract. obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 4.4, and Owner 12.4. Owner Default:Failure of Owner,which has neither been remedied nor refuses the payment tendered or Surety has denied liability, in whole or in waived,to pay Contractor as required by the Contract or to perform and part,without further notice Owner shall be entitled to enforce any remedy available to complete or comply with the other terms thereof. Owner. FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker Owner's Representative (engineer or other party) Performance Bond —00610— Page 2 of 2 H:\0417\035\docs\Specs\Div 0\00615 perf.bond_c-610.doc 1/6/06 NOTE:THIS DOCUMENT HAS BEEN AMENDED FOR THIS PROJECT AND CONTROLLING LAW. This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By ACEC�— National Society of ASCEof Professional En sneersAmerican Society Civil Engineers Pratienio al Engineers lA Private_Pwf%ISP. PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by The Associated General Contractors of America and Sustamin Creating and Sustaining We Built ErW*Do Ment Construction Specifications Institute Standard General Conditions of the Construction Contract—00700—Page 1 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 NOTE: Deletions from the Standard EJCDC General Conditions are shown by s+rikeou Additions to the Standard EJCDC General Conditions are Underlined. Adaptation of Standard General Conditions prepared by Morrison-Maierle, Inc. Initial Issue: 6/30/03 Copyright©2002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No.C-800)(2002 Edition). MMI No. C-700 (2003 Edition) 6/30/03 Standard General Conditions of the Construction Contract—00700—Page 2 of 44 H:\CORPORATE\RJM\WORDP\ejGdc\C-700.std.gen.cond.doc 2/17/2005 TABLE OF CONTENTS Page ARTICLE l -DEFINITIONS AND TERMINOLOGY..............................................................................................................6 1.01 Defined Terms..............................................................................................................................................................6 1.02 Terminology.................................................................................................................................................................8 ARTICLE2-PRELIMINARY MATTERS...............................................................................................................................9 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................................................9 2.02 Copies of Documents...................................................................................................................................................9 2.03 Commencement of Contract Times;Notice to Proceed...............................................................................................9 2.04 Starting the Work.........................................................................................................................................................9 2.05 Before Starting Construction.......................................................................................................................................9 2.06 Preconstruction Conference......................................................................................................................................10 2.07 Initial Acceptance of Schedules.................................................................................................................................10 ARTICLE 3-CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE......................................................................10 3.01 Intent..........................................................................................................................................................................10 3.02 Reference Standards..................................................................................................................................................10 3.03 Reporting and Resolving Discrepancies....................................................................................................................11 3.04 Amending and Supplementing Contract Documents..................................................................................................11 3.05 Reuse of Documents...................................................................................................................................................11 3.06 Electronic Data..........................................................................................................................................................1 l ARTICLE 4-AVAILABILITY OF LANDS;SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS................................................................................................12 4.01 Availability of Lands..................................................................................................................................................12 4.02 Subsurface and Physical Conditions..........................................................................................................................12 4.03 Differing Subsurface or Physical Conditions............................................................................................................12 4.04 Underground Facilities..............................................................................................................................................13 4.05 Reference Points........................................................................................................................................................14 4.06 Hazardous Environmental Condition at Site.............................................................................................................14 ARTICLE 5-BONDS AND INSURANCE.............................................................................................................................15 5.01 Performance,Payment,and Other Bonds..................................................................................................................15 5.02 Licensed Sureties and Insurers..................................................................................................................................15 5.03 Certificates oflnsurance............................................................................................................................................15 5.04 Contractor's Liability Insurance...............................................................................................................................16 5.05 Owner's Liability Insurance......................................................................................................................................17 5.06 Property Insurance-Purchased by Contractor........................................................................................................17 5.07 Waiver of Rights.........................................................................................................................................................18 5.08 Receipt and Application of Insurance Proceeds........................................................................................................18 5.09 Acceptance of Bonds and Insurance; Option to Replace...........................................................................................19 5.10 Partial Utilization,Acknowledgment of Property Insurer.........................................................................................19 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES..........................................................................................................19 6.01 Supervision and Superintendence..............................................................................................................................19 6.02 Labor; Working Hours...............................................................................................................................................19 6.03 Services,Materials, and Equipment..........................................................................................................................19 6.04 Progress Schedule......................................................................................................................................................20 6.05 Substitutes and"Or-Equals.......................................................................................................................................20 6.06 Concerning Subcontractors, Suppliers,and Others...................................................................................................21 6.07 Patent Fees and Royalties..........................................................................................................................................22 6.08 Permits.......................................................................................................................................................................22 6.09 Laws and Regulations................................................................................................................................................22 6.10 Taxes..........................................................................................................................................................................23 6.11 Use of Site and Other Areas.......................................................................................................................................23 6.12 Record Documents.....................................................................................................................................................23 6.13 Safety and Protection.................................................................................................................................................23 6.14 Safety Representative.................................................................................................................................................24 6.15 Hazard Communication Programs............................................................................................................................24 6.16 Emergencies...............................................................................................................................................................25 6.17 Shop Drawings and Samples.....................................................................................................................................25 Standard General Conditions of the Construction Contract-00700-Page 3 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.18 Continuing the Work..................................................................................................................................................26 6.19 Contractor's General Warranty and Guarantee........................................................................................................26 6.20 Indemnification..........................................................................................................................................................26 6.21 Delegation of Professional Design Services..............................................................................................................27 ARTICLE 7-OTHER WORK AT THE SITE.........................................................................................................................27 7.01 Related Work at Site..................................................................................................................................................27 7.02 Coordination..............................................................................................................................................................28 7.03 Legal Relationships....................................................................................................................................................28 ARTICLE 8-OWNER'S RESPONSIBILITIES......................................................................................................................28 8.01 Communications to Contractor..................................................................................................................................28 8.02 Replacement of Engineer...........................................................................................................................................28 8.03 Furnish Data..............................................................................................................................................................28 8.04 Pay When Due...........................................................................................................................................................28 8.05 Lands and Easements;Reports and Tests..................................................................................................................28 8.06 Insurance...................................................................................................................................................................28 8.07 Change Orders...........................................................................................................................................................28 8.08 Inspections, Tests, and Approvals..............................................................................................................................28 8.09 Limitations on Owner's Responsibilities...................................................................................................................28 8.10 Undisclosed Hazardous Environmental Condition....................................................................................................28 8.11 Evidence of Financial Arrangements.........................................................................................................................29 ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION.....................................................................................29 9.01 Owner's Representative.............................................................................................................................................29 9.02 Visits to Site...............................................................................................................................................................29 9.03 Project Representative...............................................................................................................................................29 9.04 Authorized Variations in Work..................................................................................................................................29 9.05 Rejecting Defective Work...........................................................................................................................................29 9.06 Shop Drawings, Change Orders and Payments.........................................................................................................29 9.07 Determinations for Unit Price Work..........................................................................................................................30 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work.......................................................30 9.09 Limitations on Engineer's•Authority and Responsibilities.........................................................................................30 ARTICLE 10-CHANGES IN THE WORK;CLAIMS...........................................................................................................30 10.01 Authorized Changes in the Work...........................................................................................................................30 10.02 Unauthorized Changes in the Work.......................................................................................................................31 10.03 Execution of Change Orders..................................................................................................................................31 10.04 Notification to Surety.............................................................................................................................................31 10.05 Claims....................................................................................................................................................................31 ARTICLE 11 -COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK..................................................................32 11.01 Cost of the Work....................................................................................................................................................32 11.02 Allowances.............................................................................................................................................................33 11.03 Unit Price Work.....................................................................................................................................................33 ARTICLE 12-CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES.....................................................34 12.01 Change of Contract Price......................................................................................................................................34 12.02 Change of Contract Times.....................................................................................................................................35 12.03 Delays....................................................................................................................................................................35 ARTICLE 13-TESTS AND INSPECTIONS;CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK.......................................................................................................................................................................................35 13.01 Notice of Defects....................................................................................................................................................35 13.02 Access to Work.......................................................................................................................................................35 13.03 Tests and Inspections.............................................................................................................................................35 13.04 Uncovering Work...................................................................................................................................................36 13.05 Owner May Stop the Work.....................................................................................................................................36 13.06 Correction or Removal of Defective Work.............................................................................................................36 13.07 Correction Period..................................................................................................................................................36 13.08 Acceptance of Defective Work...............................................................................................................................37 13.09 Owner May Correct Defective Work......................................................................................................................37 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION..............................................................................38 14.01 Schedule of Values.................................................................................................................................................38 14.02 Progress Payments.................................................................................................................................................38 14.03 Contractor's Warranty of Title..............................................................................................................................40 14.04 Substantial Completion..........................................................................................................................................40 14.05 Partial Utilization..................................................................................................................................................40 Standard General Conditions of the Construction Contract-00700- Page 4 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 14.06 Final Inspection.....................................................................................................................................................41 14.07 Final Payment........................................................................................................................................................41 14.08 Final Completion Delayed.....................................................................................................................................42 14.09 Waiver of Claims...................................................................................................................................................42 ARTICLE 15-SUSPENSION OF WORK AND TERMINATION.........................................................................................42 15.01 Owner May Suspend Work.....................................................................................................................................42 15.02 Owner May Terminate for Cause...................... —.................................................................................................42 15.03 Owner May Terminate For Convenience...............................................................................................................43 15.04 Contractor May Stop Work or Terminate..............................................................................................................43 ARTICLE 16-DISPUTE RESOLUTION................................................................................................................................44 16.01 Methods and Procedures.......................................................................................................................................44 ARTICLE17-MISCELLANEOUS.........................................................................................................................................44 17.01 Giving Notice.........................................................................................................................................................44 17.02 Computation of Times............................................................................................................................................44 17.03 Cumulative Remedies.............................................................................................................................................44 17.04 Survival of Obligations..........................................................................................................................................44 17.05 Controlling Law.....................................................................................................................................................44 17.06 Headings................................................................................................................................................................44 jTHE REST OF THIS PAGE INTENTIONALLY LEFT BLANK] Standard General Conditions of the Construction Contract—00700—Page 5 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 GENERAL CONDITIONS ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 9. Change Order--A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work 1.01 Defined Terms or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the A. Wherever used in the Bidding Requirements Agreement. or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings 10. Claim--A demand or assertion by Owner or indicated which are applicable to both the singular and Contractor seeking an adjustment of Contract Price or plural thereof. In addition to terms specifically defined, Contract Times,or both,or other relief with respect to the terms with initial capital letters in the Contract terms of the Contract.A demand for money or services by Documents include references to identified articles and a third party is not a Claim. paragraphs,and the titles of other documents or forms. 11. Contract--The entire and integrated written 1. Addenda--Written or graphic instruments agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior issued prior to the opening of Bids which clarify, correct, negotiations, representations,or agreements,whether written or oral. or change the Bidding Requirements or the proposed Contract Documents. 12. Contract Documents-- Those items so designated in the Agreement. Only printed or hard copies 2. Agreement--The written instrument which is of the items listed in the Agreement are Contract evidence of the agreement between Owner and Contractor Documents.Approved Shop Drawings,other Contractor's covering the Work. The definition of the word"Contract" submittals, and the reports and drawings of subsurface is synonymous with the word "Agreement" and is used and physical conditions are not Contract Documents. interchangeably in the Contract Documents. 13. Contract Price--The moneys payable by 3.Application for Payment--The form acceptable Owner to Contractor for completion of the Work in to Engineer which is to be used by Contractor during the accordance with the Contract Documents as stated in the course of the Work in requesting progress or final Agreement (subject to the provisions of Paragraph 11.03 payments and which is to be accompanied by such in the case of Unit Price Work). supporting documentation as is required by the Contract Documents. 14. Contract Times--The number of days or the dates stated in the Agreement to: (i)achieve Milestones,if 4. Asbestos--Any material that contains more any, (ii)achieve Substantial Completion; and (iii) than one percent asbestos and is friable or is releasing complete the Work so that it is ready for final payment as asbestos fibers into the air above current action levels evidenced by Engineer's written recommendation of final established by the United States Occupational Safety and payment. Health Administration. 15. Contractor--The individual or entity with 5. Bid--The offer or proposal of a Bidder whom Owner has entered into the Agreement. submitted on the prescribed form setting forth the prices 16. Cost of the Work--See Paragraph 11.0LA for for the Work to be performed. definition. 6. Bidder--The individual or entity who submits 17. Drawings--That part of the Contract a Bid directly to Owner. Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the 7. Bidding Documents--The Bidding Work to be performed by Contractor. Shop Drawings and Requirements and the proposed Contract Documents other Contractor submittals are not Drawings as so (including all Addenda). defined. 8. Bidding Requirements--The Advertisement or 18. Effective Date of the Agreement--The date Invitation to Bid, Instructions to Bidders, bid security of indicated in the Agreement on which it becomes effective, acceptable form, if any, and the Bid Form with any but if no such date is indicated, it means the date on supplements. which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer--The individual or entity named as such in the Agreement. Standard General Conditions of the Construction Contract—00700—Page 6 of 44 H:\CORPORATEXRJM\WORDP\ejedc\C-700.std.gen.cond.doe 2/17/2005 20. Engineer's Consultant--An individual or 31. Partial Utilization--Use by Owner of a enti1y having a contract with Engineer to furnish services substantially completed part of the Work for the purpose as Engineer's independent professional associate or for which it is intended (or a related ppMose) rip 'or to consultant with respect to the Project and who is Substantial Completion of all the Work. identified as such in the Supplementary Conditions. 32.-30-.PCBs--Polychlorinated biphenyls. 21. 29: Field Order--A written order issued by Engineer which requires minor changes in the Work but 33. 34-. Petroleum--Petroleum, including crude which does not involve a change in the Contract Price or oil or any fraction thereof which is liquid at standard the Contract Times. conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), 22. 24- General Requirements--Sections of such as oil, petroleum, fuel oil, oil sludge, oil refuse, Division 1 of the Specifications. The General gasoline, kerosene, and oil mixed with other Requirements pertain to all sections of the Specifications. non-Hazardous Waste and crude oils. 23. 22: Hazardous Environmental Condition-- 34.32-.Progress Schedule--A schedule,prepared The presence at the Site of Asbestos, PCBs, Petroleum, and maintained by Contractor, describing the sequence Hazardous Waste, or Radioactive Material in such and duration of the activities comprising the Contractor's quantities or circumstances that may present a substantial plan to accomplish the Work within the Contract Times. danger to persons or property exposed thereto in connection with the Work. 35. 3-3-. Project--The total construction of which the Work to be performed under the Contract Documents 24. 2-3 Hazardous Waste--The term Hazardous may be the whole,or a part. Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act(42 USC Section 6903) as 36.34-Project Manual--The bound documentary amended from time to time. information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, 25. 24- Laws and Regulations; Laws or which may be bound in one or more volumes, is Regulations--Any and all applicable laws, rules, contained in the table(s)of contents. regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts 37. 36- Radioactive Material--Source, special having jurisdiction. nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as 26. 2-5w, Liens--Charges, security interests, or amended from time to time. encumbrances upon Project funds, real property, or personal property. 38. 36} Related Entity -- An officer, director, partner,employee,agent,consultant,or subcontractor. 27.26-Milestone--A principal event specified in the Contract Documents relating to an intermediate 39. 3-7-. Resident Project Representative--The completion date or time prior to Substantial Completion authorized representative of Engineer who may be of all the Work. assigned to the Site or any part thereof. 28. 2-7-. Notice of Award--The written notice by 40.M.Samples--Physical examples of materials, Owner to the Successful Bidder stating that upon timely equipment, or workmanship that are representative of compliance by the Successful Bidder with the conditions some portion of the Work and which establish the precedent listed therein, Owner will sign and deliver the standards by which such portion of the Work will be Agreement. judged. 29. 2& Notice to Proceed--A written notice 41. 39- Schedule of Submittals--A schedule, given by Owner to Contractor fixing the date on which prepared and maintained by Contractor, of required the Contract Times will commence to run and on which submittals and the time requirements to support scheduled Contractor shall start to perform the Work under the performance of related construction activities. Contract Documents. 42.40 Schedule of Values--A schedule,prepared 30. 29: Owner--The individual or entity with and maintained by Contractor, allocating portions of the whom Contractor has entered into the Agreement and for Contract Price to various portions of the Work and used whom the Work is to be performed. as the basis for reviewing Contractor's Applications for Payment. Standard General Conditions of the Construction Contract—00700—Page 7 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 43. 44-. Shop Drawings--All drawings, diagrams, 53. -54- Work--The entire construction or the illustrations, schedules, and other data or information various separately identifiable parts thereof required to be which are specifically prepared or assembled by or for provided under the Contract Documents. Work includes Contractor and submitted by Contractor to illustrate some and is the result of performing or providing all labor, portion of the Work. services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating 44. 4-4 Site--Lands or areas indicated in the all materials and equipment into such construction, all as Contract Documents as being furnished by Owner upon required by the Contract Documents. which the Work is to be performed, including rights-of- way and easements for access thereto, and such other 54. -52L. Work Change Directive--A written lands furnished by Owner which are designated for the statement to Contractor issued on or after the Effective use of Contractor. Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, 45. 43-. Specifications--That part of the Contract or revision in the Work, or responding to differing or Documents consisting of written requirements for unforeseen subsurface or physical conditions under which materials, equipment, systems, standards and the Work is to be performed or to emergencies. A Work workmanship as applied to the Work, and certain Change Directive will not change the Contract Price or administrative requirements and procedural matters the Contract Times but is evidence that the parties expect applicable thereto. that the change ordered or documented by a Work Change 46. 44 Subcontractor--An individual or entity Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to having a direct contract with Contractor or with any other its effect,if any,on the Contract Price or Contract Times. Subcontractor for the performance of a part of the Work at the Site. 1.02 Terminology 47. 4& Substantial Completion--The time at A. The following words or terms are not defined which the Work (or a specified part thereof) has but, when used in the Bidding Requirements or Contract progressed to the point where,in the opinion of Engineer, Documents,have the following meaning. the Work (or a specified part thereof) is sufficiently complete,in accordance with the Contract Documents,so B.Intent of Certain Terms or Adjectives that the Work (or a specified part thereof)can be utilized for the purposes for which it is intended. The terms 1. The Contract Documents include the terms "substantially complete"and"substantially completed"as "as allowed," "as approved," "as ordered", "as directed" applied to all or part of the Work refer to Substantial or terms of like effect or import to authorize an exercise Completion thereof of professional judgment by Engineer. In addition, the 48. 4� Successful Bidder--The Bidder « adjectives "reasonable," "suitable," "acceptable," "proper," satisfactory," or adjectives of like effect or submitting a responsive Bid to whom Owner makes an import are used to describe an action or determination of award. Engineer as to the Work. It is intended that such exercise of professional judgment, action or detennination will be 49. 4� Supplementary Conditions--That part of solely to evaluate, in general, the Work for compliance the Contract Documents which amends or supplements with the requirements of and information in the Contract these General Conditions. Documents and conformance with the design concept of 50. 48. Supplier--A manufacturer, fabricator, the completed Project as a functioning whole as shown or supplier, distributor, materialman, or vendor having a indicated in the Contract Documents (unless there is a direct contract with Contractor or with any Subcontractor specific statement indicating otherwise). The use of any to furnish materials or equipment to be incorporated in the such term or adjective is not intended to and shall not be Work by Contractor or any Subcontractor. effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any 51.49-. Underground Facilities--All underground duty or authority to undertake responsibility contrary to pipelines,conduits,ducts,cables,wires,manholes,vaults, the provisions of Paragraph 9.09 or any other provision of tanks, tunnels, or other such facilities or attachments, and the Contract Documents. any encasements containing such facilities, including those that convey electricity, gases, steam, liquid C.Day petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other 1. The word "day" means a calendar day of 24 liquids or chemicals,or traffic or other control systems. hours measured from midnight to the next midnight. 52.-59, Unit Price Work--Work to be paid for on the basis of unit prices. Standard General Conditions of the Construction Contract—00700—Page 8 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D.Defective B. Evidence of Insurance: Before Owner will execute the Agreement,and before any Work at the Site is 1. The word "defective," when modifying the started,Contractor a«am shall eaeh-deliver to Owner word "Work," refers to Work that is unsatisfactory, *per,with copies to each additional insured identified faulty,or deficient in that it: in the Supplementary Conditions,certificates of insurance (and other evidence of insurance which either of them or a. does not conform to the Contract Documents, any additional insured may reasonably request) which or Contractor and OwneF o eetively are is required to purchase and maintain in accordance with Article 5. b. does not meet the requirements of any applicable inspection,reference standard,test, or 2.02 Copies of Documents approval referred to in the Contract Documents, or A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project c. has been damaged prior to Engineer's - Manual.Additional copies will be furnished upon request recommendation of final payment (unless at the cost of reproduction. responsibility for the protection thereof has been assumed by Owner at Substantial Completion in 2.03 Commencement of Contract Times; Notice to accordance with Paragraph 14.04 or 14.05). Proceed E.Furnish,Install,Perform,Provide A. Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed 1. The word "furnish,"when used in connection with the Work shall be given by the Owner to the with services, materials, or equipment, shall mean to Contractor. The Contract Times will commence to run on supply and deliver said services, materials, or equipment the thirtieth day after the Effective Date of the ^g ee ent to the Site(or some other specified location)ready for use or,if a Natiee to Prooeed:s give on the day indicated in or installation and in usable or operable condition. the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the 2. The word "install," when used in connection Agreement. In ne event will the Eentraet Times with services, materials, or equipment, shall mean to put � te r-tffl latef than the sixtieth day after-the day into use or place in final position said services,materials, o.Bid opeiiing ef the thi ft4eth day after-the Effective Date or equipment complete and ready for intended use. of the Agreement,•,.hieliever date is die f 3.The words"perform"or"provide,"when used 2.04 Starting the Work in connection with services,materials,or equipment,shall mean to furnish and install said services, materials, or A. Contractor shall start to perform the Work on equipment complete and ready for intended use. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which 4. When "fumish," "install," "perform," or the Contract Times commence to run. "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an 2.05 Before Starting Construction obligation of Contractor,"provide"is implied. A. Preliminary Schedules: Within 10 days after F. Unless stated otherwise in the Contract the Effective Date of the Agreement (unless otherwise Documents, words or phrases which have a well-known specified in the General Requirements), Contractor shall technical or construction industry or trade meaning are submit to Engineer for timely review: used in the Contract Documents in accordance with such recognized meaning. 1. a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any ARTICLE 2-PRELIMINARY MATTERS Milestones specified in the Contract Documents; 2.a preliminary Schedule of Submittals;and 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. Standard General Conditions of the Construction Contract—00700—Page 9 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 3. a preliminary Schedule of Values for all of the 2. Contractor's Schedule of Submittals will be Work which includes quantities and prices of items which acceptable to Engineer if it provides a workable when added together equal the Contract Price and arrangement for reviewing and processing the required subdivides the Work into component parts in sufficient submittals. detail to serve as the basis for progress payments during performance of the Work. Such prices will include an 3. Contractor's Schedule of Values will be appropriate amount of overhead and profit applicable to acceptable to Engineer as to form and substance if it each item of Work. provides a reasonable allocation of the Contract Price to 4. a preliminary list of construction eq� component parts of the Work.ment with hourly rates, owned or rented by the Contractor and 4. Contractor's Schedule of Equipment will be all Subcontractors that will be used in the performance of acceptable to Engineer as to form and substance if it the Work. The equipment list will include information provides the necessary information to reference the necessary to confirm the hourly rates in accordance with equipment and establish the hourly rates in accordance paragraph l l.O1A.5.c of these General Conditions with paragraph 11.01.A.5.c of these General Conditions. including: make, model, and year of manufacture as well as the horse power,capacity or weight,and accessories. 2.06 Preconstruction Conference ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING,REUSE A. Before any Work at the Site is started, a conference attended by Owner, Contractor,Engineer, and others as appropriate will be held to establish a working 3.01 Intent understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, A.The Contract Documents are complementary; procedures for handling Shop Drawings and other what is required by one is as binding as if required by all. submittals, processing Applications for Payment, and maintaining required records. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) 2.07 Initial Acceptance of Schedules to be constructed in accordance with the Contract A At least 10 days be fefe..,.1..„ission of the first Documents. Any labor, documentation, services, Applic-atien or Pa3,-;-.ent a Genfefenee attended I materials, or equipment that may reasonably be inferred Contra ete Enginee „a ethef .e will , from the Contract Documents or from prevailing custom 'w b"- n „„~�„Y as _ or trade usage as being required to produce the intended bo1,a��.,,� r � ....,t,:1;.,, to �„ »,aoa g g q below v the JysEl�ules�submitted—in aeserdanee with result will be provided whether or not specifically called n,.....,..aph nc n Gent...,,to f shall have aii additional 1 n for at no additional cost to Owner. .u,mob,u�,.,��.� . s to ns and djustments and to „y ,,,�ak mit.,,o,etio„1e� ,�a progress or4 shall p to C. Clarifications and interpretations of the Contract Documents shall be issued b Engineer as made toGeMfaeter until acceptable schedules—are provided in Article 9. y submitted te Engineer-. A. Prior to the first application for payment all 3.02 Reference Standards schedules and documents identified in paragraph 2.05.A of these General Conditions shall be finalized and A. Standards, Specifications, Codes, Laws, and acceptable to the Engineer and Owner. No progress Regulations payment shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as 1. Reference to standards, specifications, provided below. Acceptance of these schedules and manuals, or codes of any technical society, organization, documents by either Engineer or Owner will neither or association, or to Laws or Regulations, whether such impose on Engineer or Owner responsibility for the reference be specific or by implication, shall mean the sequencing, scheduling or progress of the Work and will standard, specification, manual, code, or Laws or not interfere with or relieve Contractor from Contractor's Regulations in effect at the time of opening of Bids(or on full responsibility therefore. the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in 1. The Progress Schedule will be acceptable to the Contract Documents. Engineer and Owner if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer and Owner responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor's full responsibility therefor. Standard General Conditions of the Construction Contract—00700—Page 10 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 2. No provision of any such standard, b. the provisions of any Laws or Regulations specification, manual or code, or any instruction of a applicable to the performance of the Work Supplier shall be effective to change the duties or (unless such an interpretation of the provisions responsibilities of Owner,Contractor,or Engineer,or any of the Contract Documents would result in of their subcontractors,consultants, agents, or employees violation of such Law or Regulation). from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to 3.04 Amending and Supplementing Contract Owner, or Engineer,or any of, their Related Entities, any Documents duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake A. The Contract Documents may be amended to responsibility inconsistent with the provisions of the provide for additions,deletions,and revisions in the Work Contract Documents. or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. 3.03 Reporting and Resolving Discrepancies B. The requirements of the Contract Documents A.Reporting Discrepancies may be supplemented, and minor variations and deviations in the Work may be authorized,by one or more 1. Contractor's Review of Contract Documents of the following ways: Before Starting Work:Before undertaking each part of the Work, Contractor shall carefully study and compare the 1.A Field Order; Contract Documents and check and verify pertinent figures therein and all applicable field measurements. 2. Engineer's approval of a Shop Drawing or Contractor shall promptly report in writing to Engineer Sample; (Subject to the provisions of Paragraph any conflict, error, ambiguity, or discrepancy which 6.17.D.3);or Contractor may discover and shall obtain a written interpretation or clarification from Engineer before 3. Engineer's written interpretation or proceeding with any Work affected thereby. clarification. .2. Contractor's Review of Contract Documents 3.05 Reuse of Documents During Performance of Work:If, during the performance of the Work, Contractor discovers any conflict, error, A. Contractor and any Subcontractor or Supplier ambiguity,or discrepancy within the Contract Documents or other individual or entity performing or furnishing all or between the Contract Documents and any provision of of the Work under a direct or indirect contract with any Law or Regulation applicable to the performance of Contractor,shall not: the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, Contractor 1.have or acquire any title to or ownership rights shall promptly report it to Engineer in writing. Contractor in any of the Drawings, Specifications, or other shall not proceed with the Work affected thereby (except documents (or copies of any thereof) prepared by or in an emergency as required by Paragraph 6.16.A) until bearing the seal of Engineer or Engineer's consultants, an amendment or supplement to the Contract Documents including electronic media editions;or has been issued by one of the methods indicated in 2. reuse any of such Drawings, Specifications, Paragraph 3.04. other documents, or copies thereof on extensions of the 3.Contractor shall not be liable to Owner or Project or any other project without written consent of Engineer for failure to report any conflict, error, Owner and Engineer and specific written verification or ambiguity, or discrepancy in the Contract Documents adaption by Engineer. unless Contractor knew or reasonably should have known thereof. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. B.Resolving Discrepancies Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 1.Except as may be otherwise specifically stated in the Contract Documents,the provisions of the Contract 3.06 Electronic Data Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the A. Copies of data furnished by Owner or provisions of the Contract Documents and: Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the a. the provisions of any standard, specification, printed copies (also known as hard copies). Files in manual, code, or instruction (whether or not electronic media format of text, data, graphics, or other specifically incorporated by reference in the types are furnished only for the convenience of the Contract Documents);or receiving party. Any conclusion or information obtained Standard General Conditions of the Construction Contract—00700 — Page 11 of 44 H:\CORPORATE\RJMNWORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 or derived from such electronic files will be at the user's D. If it is necessary or desirable that the sole risk. If there is a discrepancy between the electronic Contractor use land outside of the Owner's easement or files and the hard copies,the hard copies govern. right-of-way, the Contractor shall obtain written consent from the property owner and tenant of the land. The B. Because data stored in electronic media Contractor shall not enter for materials delivery or occupy format can deteriorate or be modified inadvertently or for any other purpose with men, tools, equipment, otherwise without authorization of the data's creator, the construction materials, or with materials excavated from party receiving electronic files agrees that it will perform the site, any private property outside the designated acceptance tests or procedures within 60 days,after which construction easement boundaries or right-of-way without the receiving party shall be deemed to have accepted the written permission from the property owner and tenant. data thus transferred. Any errors detected within the 60- day acceptance period will be corrected by the 4.02 Subsurface and Physical Conditions transferring party. A. Reports and Drawings: The Supplementary C. When transferring documents in electronic Conditions identify: media format, the transferring party makes no representations as to long term compatibility, usability, or 1. those reports of explorations and tests of readability of documents resulting from the use of subsurface conditions at or contiguous to the Site that software application packages, operating systems, or Engineer has used in preparing the Contract Documents; computer hardware differing from those used by the and data's creator. 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or ARTICLE 4 - AVAILABILITY OF LANDS; contiguous to the Site (except Underground Facilities) SUBSURFACE AND PHYSICAL CONDITIONS; that Engineer has used in preparing the Contract HAZARDOUS ENVIRONMENTAL CONDITIONS; Documents. REFERENCE POINTS B.Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general 4.01 Availability of Lands accuracy of the"technical data",contained in such reports and drawings, but such reports and drawings are not A. Owner shall furnish the Site. Owner shall Contract Documents. Such "technical data" is identified notify Contractor of any encumbrances or restrictions not in the Supplementary Conditions.Except for such reliance of general application but specifically related to use of the on such"technical data,"Contractor may not rely upon or Site with which Contractor must comply in performing make any claim against Owner or Engineer, or any of the Work. Owner will obtain in a timely manner and pay their Related Entities with respect to: for easements for permanent structures or permanent changes in existing facilities.If Contractor and Owner are 1.the completeness of such reports and drawings unable to agree on entitlement to or on the amount or for Contractor's purposes, including, but not limited to, extent, if any, of any adjustment in the Contract Price or any aspects of the means, methods, techniques, Contract Times, or both, as a result of any delay in sequences,and procedures of construction to be employed Owner's furnishing the Site or a part thereof, Contractor by Contractor, and safety precautions and programs may make a Claim therefor as provided in Paragraph incident thereto;or 10.05. 2. other data, interpretations, opinions, and B.Upon reasonable written request, Owner shall information contained in such reports or shown or furnish Contractor with a current statement of record legal indicated in such drawings;or title and legal description of the lands upon which the 3. any Contractor interpretation of or conclusion Work is to be performed and Owner's interest therein as drawn from any "technical data" or any such other data, necessary for giving notice of or filing a mechanic's or interpretations,opinions,or information. construction lien against such lands in accordance with applicable Laws and Regulations. 4.03 Differing Subsurface or Physical Conditions C. Contractor shall provide for all additional A. Notice: If Contractor believes that any lands and access thereto that may be required for subsurface or physical condition at or contiguous to the temporary construction facilities or storage of materials Site that is uncovered or revealed either: and equipment. 1. is of such a nature as to establish that any "technical data"on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate;or Standard General Conditions of the Construction Contract—00700—Page 12 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doe 2/17/2005 2. is of such a nature as to require a change in the b. the existence of such condition could Contract Documents;or reasonably have been discovered or revealed as a result of any examination, investigation, 3. differs materially from that shown or indicated exploration, test, or study of the Site and in the Contract Documents;or contiguous areas required by the Bidding 4. is of an unusual nature, and differs materially Requirements or Contract Documents to be conducted by or for Contractor prior to from conditions ordinarily encountered and generally Contractor's making such final commitment;or recognized as inherent in work of the character provided for in the Contract Documents; c. Contractor failed to give the written notice as then Contractor shall, promptly after becoming aware required by Paragraph 4.03.A. thereof and before further disturbing the subsurface or physical conditions or performing any Work in 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in any adjustment in the Contract Price or Contract Times, writing about such condition. Contractor shall not further or both, a Claim may be made therefor as provided in disturb such condition or perform any Work in connection Paragraph 10.05.However,Owner and Engineer,and any therewith (except as aforesaid) until receipt of written of their Related Entities shall not be liable to Contractor order to do so. Contractor shall notify the Owner and for any claims, costs, losses, or damages (including but Engineer in writing about differing subsurface or physical not limited to all fees and charges of engineers,architects, conditions within 5 days of discovery and before attorneys, and other professionals and all court or disturbing the subsurface as stated above. No claim for arbitration or other dispute resolution costs) sustained by Contractor on an adjustment in the contract price or contract times (or or in connection with any other project or project. Milestones) will be valid for differing subsurface or anticipated project. physical conditions if procedures of this paragraph 4.03 4.04 Underground Facilities are not followed. B. Engineer's Review: After receipt of written A.Shown or Indicated:The information and data notice as required by Paragraph 4.03.A, Engineer will shown or indicated in the Contract Documents with promptly review the pertinent condition, determine the respect to existing Underground Facilities at . or necessity of Owner's obtaining additional exploration or contiguous to the Site is based on information and data tests with respect thereto, and advise Owner in writing furnished to Owner or Engineer by the owners of such (with a copy to Contractor) of Engineer's findings and Underground Facilities, including Owner, or by others. conclusions. Unless it is otherwise expressly provided in the Supplementary Conditions: C.Possible Price and Times Adjustments 1. Owner and Engineer shall not be responsible 1. The Contract Price or the Contract Times, or for the accuracy or completeness of any such information both, will be equitably adjusted to the extent that the or data;and existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's 2. the cost of all of the following will be cost of, or time required for, performance of the Work; included in the Contract Price, and Contractor shall have subject,however,to the following: full responsibility for: a. such condition must meet any one or more of a. reviewing and checking all such information the categories described in Paragraph 4.03.A; and data, and b. with respect to Work that is paid for on a Unit b. locating all Underground Facilities shown or Price Basis, any adjustment in Contract Price indicated in the Contract Documents, will be subject to the provisions of Paragraphs 9.0'7 and 11.03. C. coordination of the Work with the owners of such Underground Facilities, including Owner, 2. Contractor shall not be entitled to any during construction,and adjustment in the Contract Price or Contract Times if: d. the safety and protection of all such a. Contractor knew of the existence of such Underground Facilities and repairing any conditions at the time Contractor made a final damage thereto resulting from the Work. commitment to Owner with respect to Contract Price and Contract Times by the submission of a B.Not Shown or Indicated Bid or becoming bound under a negotiated contract;or Standard General Conditions of the Construction Contract—00700— Page 13 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1. If an Underground Facility is uncovered or B.Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the"technical data"contained in such reports accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance Work in connection therewith(except in an emergency as on such"technical data,"Contractor may not rely upon or required by Paragraph 6.16.A),identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine 1.the completeness of such reports and drawings the extent, if any, to which a change is required in the for Contractor's purposes, including, but not limited to, Contract Documents to reflect and document the any aspects of the means,methods,techniques, sequences consequences of the existence or location of the and procedures of construction to be employed by Underground Facility. During such time, Contractor shall Contractor and safety precautions and programs incident be responsible for the safety and protection of such thereto;or Underground Facility. 2. other data, interpretations, opinions and 2. If Engineer concludes that a change in the information contained in such reports or shown or Contract Documents is required, a Work Change indicated in such drawings;or Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment 3. any Contractor interpretation of or conclusion shall be made in the Contract Price or Contract Times, or drawn from any "technical data" or any such other data, both, to the extent that they are attributable to the interpretations,opinions or information. existence or location of any Underground Facility that was not shown or indicated or not shown or indicated C. Contractor shall not be responsible for any with reasonable accuracy in the Contract Documents and Hazardous Environmental Condition uncovered or that Contractor did not know of and could not reasonably revealed at the Site which was not shown or indicated in have been expected to be aware of or to have anticipated. Drawings or Specifications or identified in the Contract If Owner and Contractor are unable to agree on Documents to be within the scope of the Work. entitlement to or on the amount or extent, if any, of any Contractor shall be responsible for a Hazardous such adjustment in Contract Price or Contract Times, Environmental Condition created with any materials Owner or Contractor may make a Claim therefor as brought to the Site by Contractor, Subcontractors, provided in Paragraph 10.05. Suppliers, or anyone else for whom Contractor is 4.05 Reference Points responsible. D. If Contractor encounters a Hazardous A. Owner shall provide engineering surveys to Environmental Condition or if Contractor or anyone for establish reference points for construction which in whom Contractor is responsible creates a Hazardous Engineer's judgment are necessary to enable Contractor Environmental Condition, Contractor shall immediately: to proceed with the Work. Contractor shall be responsible (i)secure or otherwise isolate such condition; (ii) stop all for laying out the Work, shall protect and preserve the Work in connection with such condition and in any area established reference points and property monuments,and affected thereby (except in an emergency as required by shall make no changes or relocations without the prior Paragraph 6.16.A); and (iii) notify Owner and Engineer written approval of Owner. Contractor shall report to (and promptly thereafter confirm such notice in writing). Engineer whenever any reference point or property Owner shall promptly consult with Engineer concerning monument is lost or destroyed or requires relocation the necessity for Owner to retain a qualified expert to because of necessary changes in grades or locations, and evaluate such condition or take corrective action,if any. shall be responsible for the accurate replacement or relocation of such reference points or property E. Contractor shall not be required to resume monuments by professionally qualified personnel. Work in connection with such condition or in any affected area until after Owner has obtained any required permits 4.06 Hazardous Environmental Condition at Site related thereto and delivered to Contractor written notice: A.Reports and Drawings: Reference is made to (i)specifying that such condition and any affected area is the Supplementary Conditions for the identification of or has been rendered safe for the resumption of Work; or those reports and drawings relating to a Hazardous (ii) specifying any special conditions under which such Environmental Condition identified at the Site,if any,that Work may be resumed safely. If Owner and Contractor have been utilized by the Engineer in the preparation of cannot agree as to entitlement to or on the amount or the Contract Documents. extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is Standard General Conditions of the Construction Contract—00700— Page 14 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.Gond.doc 2/17/2005 agreed to be resumed by Contractor, either party may ARTICLE 5-BONDS AND INSURANCE make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice 5.01 Performance,Payment, and Other Bonds Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to A. Contractor shall furnish performance and resume such Work under such special conditions, then payment bonds, each in an amount at least equal to the Owner may order the portion of the Work that is in the Contract Price as security for the faithful performance and area affected by such condition to be deleted from the payment of all of Contractor's obligations under the Work. If Owner and Contractor cannot agree as to Contract Documents. These bonds shall remain in effect entitlement to or on the amount or extent, if any, of an until one year after the date when final payment becomes adjustment in Contract Price or Contract Times as a result due or until completion of the correction period specified of deleting such portion of the Work, then either party in Paragraph 13.07,whichever is later,except as provided may make a Claim therefor as provided in Paragraph otherwise by Laws or Regulations or by the Contract 10.05. Owner may have such deleted portion of the Work Documents. Contractor shall also furnish such other performed by Owner's own forces or others in accordance bonds as are required by the Contract Documents. with Article 7. B. All bonds shall be in the form prescribed by G. To the fullest extent permitted by Laws and the Contract Documents except as provided otherwise by Regulations, Owner shall indemnify and hold harmless Laws or Regulations, and shall be executed by such Contractor, Subcontractors, and Engineer, and the sureties as are named in the current list of "Companies officers, directors, partners, employees, agents, Holding Certificates of Authority as Acceptable Sureties consultants, and subcontractors of each and any of them on Federal Bonds and as Acceptable Reinsuring from and against all claims, costs, losses, and damages Companies" as published in Circular 570 (amended) by (including but not limited to all fees and charges of the Financial Management Service, Surety Bond Branch, engineers, architects, attorneys, and other professionals U.S. Department of the Treasury. All bonds signed by an and all court or arbitration or other dispute resolution agent must be accompanied by a certified copy of the costs) arising out of or relating to a Hazardous agent's authority to act. All bonds signed by an agent Environmental Condition, provided that such Hazardous must have a Power of Attorney fore attached to the Environmental Condition: (i)was not shown or indicated Bond. in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of C. If the surety on any bond furnished by the Work, and (ii) was not created by Contractor or by Contractor is declared bankrupt or becomes insolvent or anyone for whom Contractor is responsible. Nothing in its right to do business is terminated in any state where this Paragraph 4.06. G shall obligate Owner to indemnify any part of the Project is located or it ceases to meet the any individual or entity from and against the requirements of Paragraph 5.01.13, Contractor shall consequences of that individual's or entity's own promptly notify Owner and Engineer and shall,within 20 negligence. days after the event giving rise to such notification, H. To the fullest extent permitted by Laws and provide another bond and surety, both of which shall Regulations, Contractor shall indemnify and hold comply with the requirements of Paragraphs 5.01.13 and 5.02. harmless Owner and Engineer, and the officers,directors, partners, employees, agents, consultants, and 5.02 Licensed Sureties and Insurers subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not A. All bonds and insurance required by the limited to all fees and charges of engineers, architects, Contract Documents to be purchased and maintained by attorneys, and other professionals and all court or Owner or Contractor shall be obtained from surety or arbitration or other dispute resolution costs)arising out of insurance companies that are duly licensed or authorized or relating to a Hazardous Environmental Condition in the jurisdiction in which the Project is located to issue created by Contractor or by anyone for whom Contractor bonds or insurance policies for the limits and coverages is responsible. Nothing in this Paragraph 4.06.1-1 shall so required. Such surety and insurance companies shall obligate Contractor to indemnify any individual or entity also meet such additional requirements and qualifications from and against the consequences of that individual's or as may be provided in the Supplementary Conditions. entity's own negligence. 5.03 Certificates of Insurance I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental A.Contractor shall deliver to Owner,with copies Condition uncovered or revealed at the Site. to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. Standard General Conditions of the Construction Contract—00700 — Page 15 of 44 H:\CORPORATEXRJMNWORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 n Owner-shall deliver-•e re„t-aete ,with eapies 5. claims for damages, other than to the Work to each additional ...su ed identified in the Supplenient�afy itself, because of injury to or destruction of tangible Conditions, eei4 cieates of insuranee (and other evidenseproperty wherever located, including loss of use resulting e€ insurance requested by Gentraetey- eF any—ather therefrom;and and maiiitain. 6.claims for damages because of bodily injury or death of any person or property damage arising out of the B. An Authorized Representative of the ownership,maintenance or use of any motor vehicle. insurance company for the Contractor shall review the specified insurance requirements of Article 5 and shall 7. The Liability Policy purchased by Contractor provide to each insured and to each additional insured a will provide that the definition of bodily injury will letter stating that the requirements of Article 5 have been include claims for mental anj4uish. reviewed and certifying that the Contractor has, as a minimum,provided the insurance coverage as required by Article 5. B. The policies of insurance required by this C. All insurance required to be provided under Paragraph 5.04 shall: Article 5 shall be written in such a manner as to afford 1. with respect to insurance required by primary insurance coverage (as opposed to excess or Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include secondary coverage) as to meet or exceed the insurance as additional insured (..ubjeet to any etist,.. af , exelusio„ requirements for all insureds and additional insureds and �,u J q renara:„rt professional liability) Owner and Engineer, the respective directors, officers, partners, employees Engineer's Consultants and any other individuals or agents and other consultants and subcontractors of each entities identified in the Supplementary Conditions, all of and any of all such additional insureds. whom shall be listed as additional insureds, and include 5.04 Contractor's Liability Insurance coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each A. Contractor shall purchase and maintain such and any of all such additional insureds, and the insurance liability and other insurance as is appropriate for the afforded to these additional insureds shall provide Work being performed and as will provide protection primary coverage for all claims covered thereby; from claims set forth below which may arise out of or 2. include at least the specific coverages and be result from Contractor's performance of the Work and written for not less than the limits of liability provided in Contractor's other obligations under the Contract the Supplementary Conditions or required by Laws or Documents, whether it is to be performed by Contractor, Regulations,whichever is greater; any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the 3.include completed operations insurance; Work, or by anyone for whose acts any of them may be liable: 4. include contractual liability insurance r 1. clairns under workers' compensation, covering Contractor's indemnity obligations under disability benefits, and other similar employee benefit Paragraphs 6.11 and 6.20; acts; 5. contain a provision or endorsement that the 2.claims for damages against Contractor because coverage afforded will not be canceled, materially of bodily injury, property damage, occupational sickness, changed or renewal refused until at least -0 forty-five accident or disease, or death of or to Contractor's (45.) days prior written notice has been given to Owner employees; and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a 3. claims for damages because of bodily injury, certificate of insurance has been issued (and the sickness, er disease, property damage, or death of any certificates of insurance furnished by the Contractor person other than Contractor's employees; pursuant to Paragraph 5.03 will so provide); 4. claims for damages insured by reasonably 6. remain in effect for a period of at least unt44 available personal injury liability coverage which are one year following final payment and at all times sustained: thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph a.by any person as a result of an offense directly 13.07;and or indirectly related to the employment of such person by Contractor,or b.by any other person for any other reason; Standard General Conditions of the Construction Contract—00700—Page 16 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 7. with respect to completed operations 4. cover materials and equipment in transit for insurance, and any insurance coverage written on a incorporation in the Work or stored at the Site or at claims-made basis,remain in effect for at least tine three another location that was ..greed to in v ffi ng by n..ne years after final payment. prior to being incorporated in the Work, provided that such materials and equipment have been included in an a. Contractor shall furnish Owner and each other Application for Payment recommended by Engineer; additional insured identified in the Supplementary Conditions,to whom a certificate 5. be endorsed to allow occupancy and to allow of insurance has been issued, evidence for partial utilization of the Work by Owner; and satisfactory to Owner and any such additional specifically endorse the Builder's Risk policy to allow for insured of continuation of such insurance at final such action: payment and efte for each year thereafter until this provision is satisfied. 6.include testing and startup;and 5.05 Owner's Liability Insurance 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, A. In addition to the insurance required to be Contractor, and Engineer with M 45 days written notice provided by Contractor under Paragraph 5.04, Owner, at to each other additional insured to whom a certificate of Owner's option, may purchase and maintain at Owner's insurance has been issued. expense Owner's own liability insurance as will protect Owner against claims which may arise from operations B. Owner shall purchase and maintain such under the Contract Documents. boiler and machinery insurance or additional property insurance as may be required by the Supplementary 5.06 Property Insurance-Purchased by Contractor Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and A. Unless otherwise provided in the Engineer, and any other individuals or entities identified Supplementary Conditions, Own Contractor shall in the Supplementary Conditions, and the officers, purchase and maintain property insurance upon the Work directors, partners, employees, agents; consultants and at the Site in the amount of.the full replacement cost subcontractors of each and any of them, each of'whom is thereof (subject to such deductible amounts as may be deemed to have an insurable interest and shall be listed as provided in the Supplementary Conditions or required by an insured or additional insured. Laws and Regulations).This insurance shall: C. Contractor shall be responsible for any 1. include the interests of Owner, Contractor, deductible or self-insured retention. Subcontractors, Sub-subcontractors, and Engineer, Engineer's Consultants, and any other individuals or D. E All the policies of insurance (and the entities identified in the Supplementary Conditions, and certificates or other evidence thereof) required to be the officers, directors, partners, employees, agents, purchased and maintained by Contractor in accordance consultants and subcontractors of each and any of them, with Paragraph 5.06 will contain a provision or each of whom is deemed to have an insurable interest and endorsement that the coverage afforded will not be shall be listed as an insured or additional insured; canceled or materially changed or renewal refused until at least 30 45 days prior written notice has been given to 2. be written on a Builder's Risk "all-risk" or Owner and Contractor and to each other additional open peril or special causes of loss policy form that shall insured to whom a certificate of insurance has been issued at least include insurance for physical loss or damage to and will contain waiver provisions in accordance with the Work, including machinery and testing of machinery Paragraph 5.07. The qualifications of the insurance (including electrical units), temporary buildings, false company shall comply with the requirements of paragraph work, and materials and equipment in transit, and shall 5.02 and the Supplementary Conditions. insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism E. DCtivner shall- net be—respensible fer and malicious mischief, earthquake, collapse, debris pufehasing and maintairtirtg—any, Pfepefty -insumnee removal, demolition occasioned by enforcement of Laws speeified in this Paragraph 5.06 .o prate,t the interests of and Regulations, water damage, (other than caused by Eenlfaeter—Subeentmeters, er- ethefs in the `x i to the flood) and such other perils or causes of loss as may be F_M� .,of ffl;".deductible amounts that areidentified in the specifically required by the Supplementary Conditions; Supple"""'^"" Conditions. The risk of loss to the Work ith:,, such identified deductible amount will be borne by 3. include expenses incurred in the repair or Contractor, Subcontractors, or others suffering any such replacement of any insured property (including but not loss, and if any of them wishes property insurance limited to fees and charges of engineers and architects); coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. Standard General Conditions of the Construction Contract-00700-Page 17 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 F.£If Contractor requests in writing that other 2. loss or damage to the completed Project or special insurance be included in the property insurance part thereof caused by, arising out of, or resulting from policies provided under Paragraph 5.06, Owner shall, if fire or other insured peril or cause of loss covered by any possible,include such insurance, and the cost thereof will property insurance maintained on the completed Project be charged to Contractor by appropriate Change Order. or part thereof by Owner during partial utilization Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.05,after Substantial Completion shall in writing advise Contractor whether or not such pursuant to Paragraph 14.04, or after final payment other insurance has been procured by Owner. pursuant to Paragraph 14.07. G. Qualifications of the property insurance C. Any insurance policy maintained by Owner company shall be as specified in the Supplementary covering any loss, damage or consequential loss referred Conditions. to in Paragraph 5.07.13 shall contain provisions to the effect that in the event of payment of any such loss, 5.07 Waiver of Rights damage, or consequential loss, the insurers will have no A. Owner and Contractor intend that all policies rights of recovery against Contractor, Subcontractors, of purchased in accordance with Paragraph 5.06 will protect Engineer, or Engineer's Consultants, and the officers, Owner, Contractor, Subcontractors, and Engineer, directors, partners, employees, agents, consultants and Engineer's Consultants, and all other individuals or subcontractors of each and any of them. entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, 5.08 Receipt and Application oflnsuranceProceeds directors, partners, employees, agents, consultants and A Any in „fed less Losses insured under the subcontractors of each and any of them) in such policies policies of insurance required by Paragraphs 5.06 and SC- and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered 5.06 that include Owner as a named insured will be thereby. All such policies shall contain provisions to the adjusted with Owner and made payable to Owner as p fidueiai-y r ff the insureds,first named insured,and others effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of as their interests may appear, subject to the requirements the insureds or additional insureds thereunder. Owner, of any applicable mortgage clause and of Paragraph and Contractor,. _Subcontractors, Engineer, Engineer's 5.08.13. Owner shall deposit in a separate account any Consultants and all other persons or entities identified in money so received and shall distribute it in accordance the Supplementary Conditions to be listed as insureds or with such agreement as the parties in interest may reach. additional insureds under such policies waive all rights If no other special agreement is reached, the damaged against each other and their respective officers, directors, Work shall be repaired or replaced, the moneys so partners, employees, agents, consultants and received applied on account thereof,and the Work and the subcontractors of each and any of them for all losses and cost thereof covered by an appropriate Change Order. damages caused by,arising out of or resulting from any of B. Owner as fidueiaF'f first named insured shall the perils or causes of loss covered by such policies and have power to adjust and settle any loss with the insurers any other property insurance applicable to the Work; and, unless one of the parties in interest shall object in writing in addition, waive all such rights against Subcontractors, within 15 days after the occurrence of loss to Owner's arrd Engineer, Engineer's Consultants, and all other exercise of this power. If such objection be made, Owner individuals or entities identified in the Supplementary as fiduciary shall make settlement with the insurers in Conditions to be listed as insured or additional insured accordance with such agreement as the parties in interest (and the officers, directors, partners, employees, agents, may reach. If no such agreement among the parties in consultants and subcontractors of each and any of them) interest is reached, Owner as-wry shall adjust and under such policies for losses and damages so caused. settle the loss with the insurers and, if required in writing None of the above waivers shall extend to the rights that by any party in interest, Owner '`� i=) shall give any party making such waiver may have to the proceeds bond for the proper performance of such duties. of insurance held by Owner as trustee or otherwise Arbitrators shall be chosen as provided in paragraph payable under any policy so issued. 5.08.C. Owner shall in that case make settlement with the insurers in accordance with the direction of such B. Owner waives all rights against Contractor, arbitrators. If distribution of the insurance proceeds by Subcontractors, afid Engineer, Engineer's Consultants, arbitration is required, the arbitrators will direct such and the officers, directors, partners, employees, agents, arbitration. consultants and subcontractors of each and any of them for: C. Arbitrators, if required, shall be selected in accordance with the Construction Industry Arbitration 1. loss due to business interruption, loss of use, Rules of the American Arbitration Association. or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and Standard General Conditions of the Construction Contract—00700— Page 18 of 44 H:\CORPORATE\RJM\WORDP\ejedc\C-700.std.gen.cond.doc 2/17/2005 5.09 Acceptance of Bonds and Insurance; Option to B.At all times during the progress of the Work, Replace Contractor shall assign a competent resident superintendent who shall not be replaced without written A. If either Owner or Contractor has any notice to Owner and Engineer except under extraordinary objection to the coverage afforded by or other provisions circumstances. The superintendent will be Contractor's of the bonds or insurance required to be purchased and representative at the Site and shall have authority to act on maintained by the other party in accordance with Article 5 behalf of Contractor. All communications given to or on the basis of non-conformance with the Contract received from the superintendent shall be binding on Documents, the objecting party shall so notify the other Contractor. party in writing within 10 days after receipt of the certificates (or other evidence requested) required by 6.02 Labor; Working Hours Paragraph 2.01.13. Owner and Contractor shall each provide to the other such additional information in respect A. Contractor shall provide competent, suitably of insurance provided as the other may reasonably qualified personnel to survey and lay out the Work and request. If either party does not purchase or maintain all perform construction as required by the Contract of the bonds and insurance required of such party by the Documents. Contractor shall at all times maintain good Contract Documents, such party shall notify the other discipline and order at the Site. Contractor shall be party in writing of such failure to purchase prior to the responsible to see that the completed Work complies start of the Work, or of such failure to maintain prior to accurately with the Contract Documents. any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to B. Except as otherwise required for the safety or obtain equivalent bonds or insurance to protect such other protection of persons or the Work or property at the Site party's interests at the expense of the party who was or adjacent thereto, and except as otherwise stated in the required to provide such coverage, and a Change Order Contract Documents, all Work at the Site shall be shall be issued to adjust the Contract Price accordingly. performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, 5.10 Partial Utilization. Acknowledgment of Property Sunday, or any legal holiday without Owner's written Insurer consent(which will not be unfeasEmably • ithheld) given after prior written notice to Engineer. Emergency work A.If Owner finds it necessary to occupy or use a may be done without prior permission. portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 6.03 Services,Materials, and Equipment 14.05,no such use or occupancy shall commence before the insurers providing the property insurance pursuant to A. Unless otherwise specified in the Contract Paragraphs 5.06 and SC-5.06 have acknowledged notice Documents, Contractor shall provide and assume full thereof and in writing effected any changes in coverage responsibility for all services,materials,equipment,labor, necessitated thereby. The insurers providing the property transportation, construction equipment and machinery, insurance shall consent by endorsement on the policy or tools, appliances, fuel, power, light, heat, telephone, policies,but the property insurance shall not be canceled water,sanitary facilities,temporary facilities,and all other or permitted to lapse on account of any such partial use or facilities and incidentals necessary for the performance, occupancy. testing,start-up,and completion of the Work. B.All materials and equipment incorporated into ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES the Work shall be as specified or,if not specified,shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and 6.01 Supervision and Superintendence guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, A. Contractor shall supervise, inspect, and direct Contractor shall furnish satisfactory evidence (including the Work competently and efficiently, devoting such reports of required tests) as to the source, kind, and attention thereto and applying such skills and expertise as quality of materials and equipment. may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely C. All materials and equipment shall be stored, responsible for the means, methods, techniques, applied, installed, connected, erected, protected, used, sequences, and procedures of construction. Contractor cleaned, and conditioned in accordance with instructions shall not be responsible for the negligence of Owner or of the applicable Supplier, except as otherwise may be Engineer in the design or specification of a specific provided in the Contract Documents. means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. Standard General Conditions of the Construction Contract—00700—Page 19 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.04 Progress Schedule a. in the exercise of reasonable judgment A. Contractor shall adhere to the Progress Engineer determines that: Schedule established in accordance with Paragraph 2.07 1) it is at least equal in materials of as it may be adjusted from time to time as provided construction, quality, durability, appearance, below. strength,and design characteristics; 1. Contractor shall submit to Engineer €er 2) it will reliably perform at least tanee (to the extent aieated Pafagf h ' 07` equally well the function and achieve the results .... ..�....+...... ��.. .... iix¢xcacc¢ in x¢rsb-rupn cvr� with each application for payment an updated progress imposed by the design concept of the completed schedule reflecting the amount of work completed and Project as a functioning whole, proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such it has a proven record of performance adjustments will comply with any provisions of the and availability of responsive service;and General Requirements applicable thereto. b. Contractor certifies that, if approved and 2. Until the updated schedules are submitted to incorporated into the Work: and acceptable to Engineer and Owner, Owner may withhold an amount from a progress payment that is 1) there will be the Owner or increase in Coo increasentract Times,s,and cost to sufficient to pay the direct expenses that Owner may reasonably expect will be necessary to correct any 2) it will conform substantially to the problems based on Contractor's failure to submit detailed requirements of the item named in the acceptable updated schedules. Review and acceptance of Contract Documents. progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or 2.Substitute Items progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefore. a. if in Engineer's sole discretion an item of material or equipment proposed by Contractor 3. Proposed adjustments in the Progress does not qualify as an "or-equal" item under Schedule that will change the Contract Times shall be Paragraph 6.05.A.1, it will be considered a submitted in accordance with the requirements of Article proposed substitute item. 12. Adjustments in Contract Times may only be made by a Change Order. b. Contractor shall submit sufficient information as provided below to allow Engineer to 6.05 Substitutes and "Or-Equals" determine that the item of material or equipment proposed is essentially equivalent to that named A.Whenever an item of material or equipment is and an acceptable substitute therefore. Requests specified or described in the Contract Documents by for review of proposed substitute items of using the name of a proprietary item or the name of a material or equipment will not be accepted by particular Supplier, the specification or description is Engineer from anyone other than Contractor. intended to establish the type, function, appearance, and quality required. Unless the specification or description c. The requirements for review by Engineer will contains or is followed by words reading that no like, be as set forth in Paragraph 6.05.A.2.d, as equivalent, or "or-equal" item or no substitution is supplemented in the General Requirements and permitted, other items of material or equipment or as Engineer may decide is appropriate under the material or equipment of other Suppliers may be circumstances. submitted to Engineer for review under the circumstances described below. d. Contractor shall make written application to Engineer for review of a proposed substitute item 1. "Or-Equal" Items: If in Engineer's sole of material or equipment that Contractor seeks to discretion an item of material or equipment proposed by furnish or use.The application: Contractor is functionally equal to that named and 1) shall certify that the proposed sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an substitute item will: "or-equal"item,in which case review and approval of the a)perform adequately the functions and proposed item may, in Engineer's sole discretion, be achieve the results called for by the accomplished without compliance with some or all of the general design, requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed b) be similar in substance to that item of material or equipment will be considered specified,and functionally equal to an item so named if: c) be suited to the same use as that specified; Standard General Conditions of the Construction Contract—00700—Page 20 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 2)will state: D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special a) the extent,if any,to which the use of performance guarantee or other surety with respect to any the proposed substitute item will substitute. prejudice Contractor's achievement of Substantial Completion on time; E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute b) whether or not use of the proposed proposed or submitted by Contractor pursuant to substitute item in the Work will require Paragraphs 6.05.A.2 and 6.05.13 Whether or not Engineer a change in any of the Contract approves a substitute item so proposed or submitted by Documents (or in the provisions of any Contractor, Contractor shall reimburse Owner for the other direct contract with Owner for charges of Engineer for evaluating each such proposed other work on the Project) to adapt the substitute. Contractor shall also reimburse Owner for the design to the proposed substitute item; charges of Engineer for making changes in the Contract and Documents (or in the provisions of any other direct c) whether or not incorporation or use contract with Owner) resulting from the acceptance of each proposed substitute. of the proposed substitute item in connection with the Work is subject to 1. Payment for such evaluation and redesign payment of any license fee or royalty; shall be made at the hourly rates specified in the Bid Form and made by deduction from the monthly_progress 3)will identify: payments and the final payment as the evaluation and a) all variations of the proposed redesign expenses are incurred. substitute item from that specified,and F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or b) available engineering, sales, "or-equal"at Contractor's expense. maintenance, repair, and replacement services; 6.06 Concerning Subcontractors, Suppliers, and Others 4) and shall contain an itemized estimate of all costs or credits that will result A. Contractor shall not employ any directly or indirectly from use of such substitute Subcontractor, Supplier, or other individual or entity item, including costs of redesign and claims of (including those acceptable to Owner as indicated in other contractors affected by any resulting Paragraph 6.06.B), whether initially or as a replacement, change, against whom Owner may have reasonable objection. Contractor shall not be required to employ any B. Substitute Construction Methods or Subcontractor, Supplier, or other individual or entity to Procedures: If a specific means, method, technique, furnish or perform any of the Work against whom sequence, or procedure of construction is expressly Contractor has reasonable objection. required by the Contract Documents, Contractor may B. If the Supplementary Conditions require the furnish or utilize a substitute means, method, technique, identity of certain Subcontractors, Suppliers, or other sequence, or procedure of construction approved by individuals or entities to be submitted to Owner in Engineer. Contractor shall submit sufficient information advance for acceptance by Owner by a specified date to allow Engineer, in Engineer's sole discretion, to prior to the Effective Date of the Agreement, and if determine that the substitute proposed is equivalent to that Contractor has submitted a list thereof in accordance with expressly called for by the Contract Documents. The the Supplementary Conditions, Owner's acceptance requirements for review by Engineer will be similar to (either in writing or by failing to make written objection those provided in Paragraph 6.05.A.2. thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents)of C. Engineer's Evaluation: Engineer will be any such Subcontractor, Supplier, or other individual or allowed a reasonable time within which to evaluate each entity so identified may be revoked on the basis of proposal or submittal made pursuant to Paragraphs 6.05.A reasonable objection after due investigation. Contractor and 6.OS.B. Engineer may require Contractor to furnish shall submit an acceptable replacement for the rejected additional data about the proposed substitute item. Subcontractor, Supplier, or other individual or entity, and Engineer will be the sole judge of acceptability. No "or the Contract Price will be adjusted by the difference in the equal" or substitute will be ordered, installed or utilized cost occasioned by such replacement, and an appropriate until Engineer's review is complete, which will be Change Order will be issued. No acceptance by Owner of evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal."Engineer will any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall advise Contractor in writing of any negative constitute a waiver of any right of Owner or Engineer to determination. reject defective Work. Standard General Conditions of the Construction Contract—00700—Page 21 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 C.Contractor shall be fully responsible to Owner damages caused by,arising out of,relating to,or resulting and Engineer for all acts and omissions of the from any of the perils or causes of loss covered by such Subcontractors, Suppliers, and other individuals or policies and any other property insurance applicable to the entities performing or furnishing any of the Work just as Work.If the insurers on any such policies require separate Contractor is responsible for Contractor's own acts and waiver forms to be signed by any Subcontractor or omissions.Nothing in the Contract Documents: Supplier,Contractor will obtain the same. 1. shall create for the benefit of any such 6.07 Patent Fees and Royalties Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and A. Contractor shall pay all license fees and any such Subcontractor, Supplier or other individual or royalties and assume all costs incident to the use in the entity,nor performance of the Work or the incorporation in the Work of any invention, design, process, product, or device 2. shall anything in the Contract Documents which is the subject of patent rights or copyrights held by create any obligation on the part of Owner or Engineer to others. If a particular invention, design, process,product, pay or to see to the payment of any moneys due any such or device is specified in the Contract Documents for use Subcontractor, Supplier, or other individual or entity in the performance of the Work and if to the actual except as may otherwise be required by Laws and knowledge of Owner or Engineer its use is subject to Regulations. Owner or Engineer may furnish to any such patent rights or copyrights calling for the payment of any Subcontractor, Supplier or other person or organization, license fee or royalty to others, the existence of such to the extent practicable, information about amounts paid rights shall be disclosed by Owner in the Contract to Contractor in accordance with Contractor's Documents. Applications for Payment on account of the particular Subcontractor's, Suppliers, or other person's or other B. To the fullest extent permitted by Laws and Subcontractor's, Work. Regulations, Contractor shall indemnify and hold orizanizationharmless Owner, aPA Engineer, Engineer's Consultants, D. Contractor shall be solely responsible for and the officers, directors, partners, employees, agents, scheduling and coordinating the Work of Subcontractors, consultants and subcontractors of each and any of them Suppliers, and other individuals or entities performing or from and against all claims, costs, losses, and damages furnishing any of the Work under a direct or indirect (including but not limited to all fees and charges of contract with Contractor. engineers, architects, attorneys; and other professionals and all court or arbitration or other dispute resolution E. Contractor shall require all Subcontractors, costs) arising out of or relating to any infringement of Suppliers, and such other individuals or entities patent rights or copyrights incident to the use in the performing or furnishing any of the Work to communicate performance of the Work or resulting from the with Engineer through Contractor. incorporation in the Work of any invention, design, process, product, or device not specified in the Contract F. The divisions and sections of the Documents. Specifications and the identifications of any Drawings 6.08 Permits shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the performed by any specific trade. Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall G. All Work performed for Contractor by a assist Contractor, when necessary, in obtaining such Subcontractor or Supplier will be pursuant to an permits and licenses. Contractor shall pay all appropriate agreement between Contractor and the governmental charges and inspection fees necessary for Subcontractor or Supplier which specifically binds the the prosecution of the Work which are applicable at the Subcontractor or Supplier to the applicable terms and time of opening of Bids, or, if there are no Bids, on the conditions of the Contract Documents for the benefit of Effective Date of the Agreement. Owner shall pay all Owner and Engineer. Whenever any such agreement is charges of utility owners for connections for providing with a Subcontractor or Supplier who is listed as an permanent service to the Work. additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights A. Contractor shall give all notices required by against Owner, Contractor, and Engineer, Engineer's and shall comply with all Laws and Regulations Consultants,and all other individuals or entities identified applicable to the performance of the Work. Except where in the Supplementary Conditions to be listed as insureds otherwise expressly required by applicable Laws and or additional insureds (and the officers, directors, Regulations, neither Owner nor Engineer shall be partners, employees, agents, consultants and responsible for monitoring Contractor's compliance with subcontractors of each and any of them)for all losses and any Laws or Regulations. Standard General Conditions of the Construction Contract—00700—Page 22 of 44 H:\C,ORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 B. If Contractor performs any Work knowing or costs) arising out of or relating to any claim or action, having reason to know that it is contrary to Laws or legal or equitable,brought by any such owner or occupant Regulations, Contractor shall bear all claims, costs, against Owner, Engineer, or any other party indemnified losses, and damages (including but not limited to all fees hereunder to the extent caused by or based upon and charges of engineers, architects, attorneys, and other Contractor's performance of the Work. professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. B.Removal of Debris During Performance of the However, it shall not be Contractor's primary Work: During the progress of the Work Contractor shall responsibility to make certain that the Specifications and keep the Site and other areas free from accumulations of Drawings are in accordance with Laws and Regulations, waste materials, rubbish, and other debris. Removal and but this shall not relieve Contractor of Contractor's disposal of such waste materials,rubbish,and other debris obligations under Paragraph 3.03. shall conform to applicable Laws and Regulations. C. Changes in Laws or Regulations not known at C. Cleaning: Prior to Substantial Completion of the time of opening of Bids (or, on the Effective Date of the Work Contractor shall clean the Site and the Work the Agreement if there were no Bids) having an effect on and make it ready for utilization by Owner. At the the cost or time of performance of the Work shall may be completion of the Work Contractor shall remove from the the subject of an adjustment in Contract Price or Contract Site all tools, appliances, construction equipment and Times. If Owner and Contractor are unable to agree on machinery, and surplus materials and shall restore to entitlement to or on the amount or extent, if any, of any original condition all property not designated for such adjustment, a Claim may be made therefor as alteration by the Contract Documents. provided in Paragraph 10.05. D. Loading Structures: Contractor shall not load 6.10 Taxes nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it. in accordance with the Laws and Regulations of the place of the Project which are applicable during the 6.12 Record Documents performance of the Work. A.Contractor shall maintain in a safe place at the 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, Addenda,Change Orders,Work Change Directives, Field A.Limitation on Use of Site and Other Areas Orders, and written interpretations and clarifications in good order and annotated to show changes made during 1. Contractor shall confine construction construction. These record documents together with all equipment, the storage of materials and equipment, and approved Samples and a counterpart of all approved Shop the operations of workers to the Site and other areas Drawings will be available to Engineer for reference. permitted. by Laws and Regulations, and shall not Upon completion of the Work, these record documents, unreasonably encumber the Site and other areas with Samples, and Shop Drawings will be delivered to construction equipment or other materials or equipment. Engineer for Owner. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or B. The cost of any additional work required of occupant thereof, or of any adjacent land or areas the Engineer to complete the record documents due to resulting from the performance of the Work. failure of the Contractor to maintain adequate record documents shall be calculated at the hourly rates specified 2. Should any claim be made by any such owner in the Bid Form for unscheduled employment of the or occupant because of the performance of the Work, Engineer. Payment for such work shall be made by Contractor shall promptly settle with such other party by deduction from the monthly pro ress payments and the negotiation or otherwise resolve the claim by arbitration final payment as the costs are incurred: or other dispute resolution proceeding or at law. 6.13 Safety and Protection 3. To the fullest extent permitted by Laws and A. Contractor shall be solely responsible for Regulations, Contractor shall indemnify and hold initiating, maintaining and supervising all safety harmless Owner, aPA Engineer, Engineer's Consultants, and the officers, directors, partners, employees, agents, precautions and programs in connection with the Work. consultants and subcontractors of each and any of them Contractor shall take all necessary precautions for the from and against all claims, costs, losses, and damages safety and shall provide the necessary protection to d (including but not limited to all fees and charges of prevent damage,injury or loss to: engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution Standard General Conditions of the Construction Contract—00700—Page 23 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1. all persons on the Site or who may be affected by safety and other inspectors employed by the by the Work; Contractor. 2. all the Work and materials and equipment to F. The Contractor shall be responsible for and be incorporated therein, whether in storage on or off the shall take necessary precautions and provide all material Site;and and equipment to protect, shore, brace, support and maintain all underground work and facilities, including 3. other property at the Site or adjacent thereto, pipes, conduits, drains, sewers, water mains, gas mains, including trees, shrubs, lawns, walks, pavements, cables, etc., and other underground construction work roadways,structures,utilities, and Underground Facilities uncovered in the proximity, or otherwise affected by the not designated for removal, relocation, or replacement in construction work performed by him. All pavement, the course of construction. surfacing,driveways curbs,walks,buildings, grass areas, trees, utility poles or guy wires damaged by the B. Contractor shall comply with all applicable Contractor's operations in the performance of this work Laws and Regulations relating to the safety of persons or shall be repaired and/or replaced to the satisfaction of the property, or to the protection of persons or property from Owner, Engineer, and affected property owner at the damage, injury, or loss; and shall erect and maintain all Contractor's expense. The Contractor shall also be necessary safeguards for such safety and protection. responsible for all damage to streets, roads, highways, Contractor shall notify owners of adjacent property and of shoulders, ditches, embankments, culverts, bridges, or Underground Facilities and other utility owners when other public or private property or facility, regardless of prosecution of the Work may affect them, and shall location or character, which may be caused by the work, cooperate with them in the protection, removal, including moving, hauling, or otherwise transporting equipment,materials,or men to and from the work or any relocation,and replacement of their property. part of the site thereof, whether by him or his C. All damage, injury, or loss to any property subcontractors. The Contractor shall make satisfactory referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, and acceptable arrangements with the owner of, or the agency or authority having jurisdiction over, the damaged directly or indirectly, in whole or in part, by Contractor, property or facility concerning its repair or replacement or any Subcontractor, Supplier, or any other individual or payment of costs incurred in connection with said entity directly or indirectly employed by any of them to damate perform any of the Work,or anyone for whose acts-any of them may be liable, shall be remedied by Contractor G. The Contractor shall conduct his work so as (except damage or loss attributable to the fault of to interfere as little as possible with public travel, whether Drawings or Specifications or to the acts or omissions of vehicular or pedestrian. Whenever it is necessary to Owner or Engineer or Engineer's Consultants ,or anyone cross, obstruct, or close roads, driveways, or walks, employed by any of them, or anyone for whose acts any whether pubic or private, the Contractor shall obtain of them may be liable, and not attributable, directly or approval from the governing party and shall, at his own indirectly,in whole or in part,to the fault or negligence of expense, provide and maintain suitable and safe bridges, Contractor or any Subcontractor, Supplier, or other detours, and other temporary expedients for the individual or entity directly or indirectly employed by any accommodation of public and private drives before of them). interfering with them. Safety provisions must be entirely adequate and meet with City or State and Federal D. Contractor's duties and responsibilities for regulations to protect the public on these streets and safety and for protection of the Work shall continue until roads. The provisions for temporary expedients will not such time as all the Work is completed and Engineer has be required when the Contractor has obtained permission issued a notice to Owner and Contractor in accordance from the owner and tenant of the privat p operty,or from with Paragraph 14.07.13 that the Work is acceptable the authority having jurisdiction over public property (except as otherwise expressly provided in connection involved,to obstruct traffic at the designated point. with Substantial Completion). 6.14 Safety Representative E.It is expressly understood by the parties to this A. Contractor shall designate a qualified and Agreement that the Contractor is solely responsible for experienced safety representative at the Site whose duties initiating,maintaining, and supervising safety_precautions and responsibilities shall be the prevention of accidents and programs in connection with the Work. While Owner and the maintaining and supervising of safety precautions and Engineer may have the right to observe and report or and programs. otherwise review the work, progress and operations of Contractor and any subcontractors or suppliers, this 6.15 Hazard Communication Programs observation, report or review shall not relieve Contractor A. Contractor shall be responsible for from any of its covenants and obligations hereunder. coordinating any exchange of material safety data sheets Contractor shall incorporate all safety requirements into or other hazard communication information required to be its construction progress and work schedules, including made available to or exchanged between or among preconstruction and regularly scheduled safety meetings, employers at the Site in accordance with Laws or posted safety rules,tailgate meetings, and site inspections Regulations. Standard General Conditions of the Construction Contract—00700— Page 24 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.16 Emergencies a.all field measurements,quantities,dimensions, specified performance and design criteria, A. In emergencies affecting the safety or installation requirements, materials, catalog protection of persons or the Work or property at the Site numbers, and similar information with respect or adjacent thereto, Contractor is obligated to act to thereto; prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor b. the suitability of all materials with respect to believes that any significant changes in the Work or intended use, fabrication, shipping, handling, variations from the Contract Documents have been caused storage, assembly, and installation pertaining to thereby or are required as a result thereof. If Engineer the performance of the Work; determines that a change in the Contract Documents is required because of the action taken by Contractor in c. all information relative to Contractor's response to such an emergency,a Work Change Directive responsibilities for means, methods, techniques, or Change Order will be issued. sequences, and procedures of construction, and 6.17 Shop Drawings and Samples safety precautions and programs incident thereto; and A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in d. shall also have reviewed and coordinated each accordance with the acceptable Schedule of Submittals Shop Drawing or Sample with other Shop (as required by Paragraph 2.07). Each submittal will be Drawings and Samples and with the identified as Engineer may require. requirements of the Work and the Contract Documents. 1.Shop Drawings 2. Each submittal shall bear a stamp or specific a. Submit number of copies specified in the written certification that Contractor has satisfied General Requirements. Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that b. Data shown on the Shop Drawings will be submittal. complete with respect to quantities, dimensions, specified performance and design criteria, 3. With each submittal, Contractor shall give materials, and similar data to show Engineer the Engineer specific written notice of any variations,that the services, materials, and equipment Contractor Shop Drawing or Sample may have from the requirements proposes to provide and to enable Engineer to of the Contract Documents. This notice shall be both a review the information for the limited purposes written communication separate from the Shop Drawing's required by Paragraph 6.17.D. or Sample Submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample 2. Samples: Contractor shall also submit submitted to Engineer for review and approval of each Samples to Engineer for review and approval in such variation. accordance with the acceptable schedule of Shop Drawings and Sample submittals. D.Engineer's Review a. Submit number of Samples specified in the Specifications. 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule b. Clearly identify each Sample as to material, of Submittals acceptable to Engineer. Engineer's review Supplier, pertinent data such as catalog numbers, and approval will be only to determine if the items the use for which intended and other data as covered by the submittals will, after installation or Engineer may require to enable Engineer to incorporation in the Work, conform to the information review the submittal for the limited purposes given in the Contract Documents and be compatible with required by Paragraph 6.17.D. the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- B. Where a Shop Drawing or Sample is required ments. by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review 2. Engineer's review and approval will not and approval of the pertinent submittal will be at the sole extend to means, methods, techniques, sequences, or expense and responsibility of Contractor. procedures of construction (except where a particular means, method, technique, sequence, or procedure of C.Submittal Procedures construction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs 1. Before submitting each Shop Drawing or incident thereto. The review and approval of a separate Sample,Contractor shall have determined and verified: item as such will not indicate approval of the assembly in which the item functions. Standard General Conditions of the Construction Contract—00700—Page 25 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto from the requirements of the Contract Documents unless by Owner; Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written 4. use or occupancy of the Work or any part approval of each such variation by specific written thereof by Owner; notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval 5.any review and approval of a Shop Drawing or shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of complying with the requirements of Paragraph 6.17.C.1. acceptability by Engineer; E.Resubmittal Procedures 6.any inspection,test,or approval by others;or 1. Contractor shall make corrections required by 7.any correction of defective Work by Owner. Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as 6.20 Indemnification required, new Samples for review and approval. Contractor shall direct specific attention in writing to A. To the fullest extent permitted by Laws and revisions other than the corrections called for by Engineer Regulations, Contractor shall indemnify and hold r re previous submittals. harmless Owner, and Engineer, Engineer's Consultants, on and the officers, directors, partners, employees, agents, 6.18 Continuing the Work consultants and subcontractors of each and any of them from and against all claims, demands, liability, costs, A.Contractor shall carry on the Work and adhere losses, and damages (including but not limited to all fees to the Progress Schedule during all disputes or and charges of engineers, architects, attorneys, and other disagreements with Owner. No Work shall be delayed or professionals and all court or arbitration or other dispute postponed pending resolution of any disputes or resolution costs) caused by, arising out of or relating to disagreements, except as pennitted by Paragraph 15.04 or the performance of the Work, provided that any such as Owner and Contractor may otherwise agree in writing. claim, demand, liability, cost, loss, or damage is. attributable to bodily injury, sickness, disease, mental 6.19 Contractor's General Warranty and Guarantee anguish,or death,or to injury to or destruction.of tangible property(c*r.o.rhan the` eflc itself),including the loss of A. Contractor warrants and guarantees to Owner use resulting therefrom but only to the extent caused by that all Work will be in accordance with the Contract any neg-ligen act or omission of Contractor, any Documents and will not be defective. Engineer and its Subcontractor, any Supplier, or any individual or entity Related Entities shall be entitled to rely on representation directly or indirectly employed by any of them to perform of Contractor's warranty and guarantee. or furnish any of the Work or anyone for whose acts any of them may be liable . B. Contractor's warranty and guarantee B. While Owner and Engineer may have the hereunder excludes defects or damage caused by: right to observe or otherwise review the work progress 1. abuse, modification, or improper maintenance and operations of the Contractor, and any Subcontractors or Suppliers, it is expressly understood and agreed that or operation by persons other than Contractor, this observation, report or review shall not relieve the Subcontractors, Suppliers, or any other individual or Contractor from any of its covenants and obligations entity for whom Contractor is responsible;or hereunder. 2.normal wear and tear under normal usage. C. B. In any and all claims against Owner or Engineer or any of their respective consultants, agents, C. Contractor's obligation to perform and officers, directors, partners, or employees by any complete the Work in accordance with the Contract employee (or the survivor or personal representative of Documents shall be absolute. None of the following will such employee) of Contractor, any Subcontractor, any constitute an acceptance of Work that is not in accordance Supplier, or any individual or entity directly or indirectly with the Contract Documents or a release of Contractor's employed by any of them to perform or furnish any of the obligation to perform the Work in accordance with the Work, or anyone for whose acts any of them may be Contract Documents: liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation 1.observations by Engineer; on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such 2. recommendation by Engineer or payment by Subcontractor, Supplier, or other individual or entity Owner of any progress or final payment; under workers' compensation acts, disability benefit acts, or other employee benefit acts. Standard General Conditions of the Construction Contract—00700—Page 26 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D. E The indemnification obligations of D. Pursuant to this Paragraph 6.21, Engineer's Contractor under Paragraph 6.20.A shall not extend to the review and approval of design calculations and design liability of Engineer and Engineer's Consultants or to the drawings will be only for the limited purpose of checking officers, directors, partners, employees, agents, for conformance with performance and design criteria consultants and subcontractors arising out of: given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop 1.the preparation or approval of,or the failure to Drawings and other submittals(except design calculations prepare or approve, maps, Drawings, opinions, reports, and design drawings) will be only for the purpose stated surveys,Change Orders,designs,or Specifications;or in Paragraph 6.17.D.1. 2. giving directions or instructions, or failing to E. Contractor shall not be responsible for the give them, if that is the primary cause of the injury or adequacy of the performance or design criteria required damage. by the Contract Documents. E. The exceptions to Contractor's indemnification obligations under paragraph 6.20.D shall ARTICLE 7-OTHER WORK AT THE SITE not apply to any claim or demand against Engineer and Engineer's Consultants or to the officers, directors, partners, employees, agents and other consultants and 7.01 Related Work at Site subcontractors of each and anv of them which is based on asserted liability for the reporting or failing to report of A. Owner may perform other work related to the matters relating to alleged health and safety violations in Project at the Site with Owner's employees, or via other connection with the work of Contractor and any direct contracts therefor,or have other work performed by Subcontractor or Supplier. utility owners. If such other work is not noted in the 6.21 Delegation of Professional Design Services Contract Documents,then: 1. written notice thereof will be given to A. Contractor will not be required to provide Contractor prior to starting any such other work;and professional design services unless such services are specifically required by the Contract Documents for a 2. if Owner and Contractor are unable to agree portion of the Work or unless such services are required on entitlement to or on the amount or extent, if any, of to carry out Contractor's responsibilities for construction any adjustment in the Contract Price or Contract Times means, methods, techniques, sequences and procedures. that should be allowed as a result of such other work, a Contractor shall not be required to provide professional Claim may be made therefor as provided in Paragraph services in violation of applicable law. 10.05, B. If professional design services or B. Contractor shall afford each other contractor certifications by a design professional related to systems, who is a party to such a direct contract,each utility owner materials or equipment are specifically required of and Owner, if Owner is performing other work with Contractor by the Contract Documents, Owner and Owner's employees, proper and safe access to the Site, a Engineer will specify all performance and design criteria reasonable opportunity for the introduction and storage of that such services must satisfy. Contractor shall cause materials and equipment and the execution of such other such services or certifications to be provided by a work, and shall properly coordinate the Work with theirs. properly licensed professional, whose signature and seal Contractor shall do all cutting,fitting,and patching of the shall appear on all drawings, calculations, specifications, Work that may be required to properly connect or certifications, Shop Drawings and other submittals otherwise make its several parts come together and prepared by such professional. Shop Drawings and other properly integrate with such other work. Contractor shall submittals related to the Work designed or certified by not endanger any work of others by cutting, excavating, such professional, if prepared by others, shall bear such or otherwise altering their work and will only cut or alter professional's written approval when submitted to their work with the written consent of Engineer and the Engineer. others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for C. Owner and Engineer shall be entitled to rely the benefit of such utility owners and other contractors to upon the adequacy, accuracy and completeness of the the extent that there are comparable provisions for the services, certifications or approvals performed by such benefit of Contractor in said direct contracts between design professionals,provided Owner and Engineer have Owner and such utility owners and other contractors. specified to Contractor all performance and design criteria that such services must satisfy. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any Standard General Conditions of the Construction Contract—00700—Page 27 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 delays, defects, or deficiencies in such other work that 8.03 Furnish Data render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's A. Owner shall promptly furnish the data failure to so report will constitute an acceptance of such required of Owner under the Contract Documents. other work as fit and proper for integration with Contractor's Work except for latent defects and 8.04 Pay When Due deficiencies in such other work. A. Owner shall make payments to Contractor 7.02 Coordination when they are due as provided in Paragraphs 14.02.0 and 14.07.C. A. If Owner intends to contract with others for the performance of other work on the Project at the Site, 8.05 Lands and Easements;Reports and Tests the following will be set forth in Supplementary Conditions: A. Owner's duties in respect of providing lands and easements and providing engineering surveys to 1. the individual or entity who will have establish reference points are set forth in Paragraphs 4.01 authority and responsibility for coordination of the and 4.05. Paragraph 4.02 refers to Owner's identifying activities among the various contractors will be identified; and making available to Contractor copies of reports of explorations and tests of subsurface conditions and 2. the specific matters to be covered by such drawings of physical conditions in or relating to existing authority and responsibility will be itemized;and surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the 3. the extent of such authority and Contract Documents. responsibilities will be provided. 8.06 Insurance B. Unless otherwise provided in the A. Owner's responsibilities, if any, in respect to Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. purchasing and maintaining liability and property insurance are set forth in Article 5. 7.03 Legal Relationships 8.07 Change Orders A.Paragraphs 7.01.A and 7.02 are not applicable A. Owner is obligated to execute Change Orders for utilities not under the control of Owner. as indicated in Paragraph 10.03. B. Each other direct contract of Owner under Paragraph 7.0 LA shall provide that the other contractor is 8.08 Inspections, Tests, and Approvals liable to Owner and Contractor for the reasonable direct A. Owner's responsibility in respect to certain delay and disruption costs incurred by Contractor as a inspections, tests, and approvals is set forth in Paragraph result of the other contractor's actions or inactions. 13.03.B. C. Contractor shall be liable to Owner and any 8.09 Limitations on Owner's Responsibilities other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a A.The Owner shall not supervise,direct,or have result of Contractor's action or inactions. control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and ARTICLE 8-OWNER'S RESPONSIBILITIES programs incident thereto,or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible 8.01 Communications to Contractor for Contractor's failure to perform the Work in accordance with the Contract Documents. A.Except as otherwise provided in these General Conditions, Owner shall issue all communications to 8.10 Undisclosed Hazardous Environmental Contractor through Engineer. Condition 8.02 Replacement of Engineer A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set A. In case of termination of the employment of forth in Paragraph 4.06. Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. Standard General Conditions of the Construction Contract—00700 —Page 28 of 44 H:\CORPORATE\RJM\WORDPXejcdc\C-700.std.gen.cond.doc 2/17/2005 8.11 Evidence of Financial Arrangements Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as A. If and to the extent Owner has agreed to provided in the Supplementary Conditions, and furnish Contractor reasonable evidence that financial limitations on the responsibilities thereof will be as arrangements have been made to satisfy Owner's provided in Paragraph 9.09. If Owner designates another obligations under the Contract Documents, Owner's representative or agent to represent Owner at the Site who responsibility in respect thereof will be as set forth in the is not Engineer's consultant, agent or employee, the Supplementary Conditions. responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the ARTICLE 9 - ENGINEER'S STATUS DURING Supplementary Conditions. CONSTRUCTION 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in 9.01 Owner's Representative the Work from the requirements of the Contract Documents which do not involve an adjustment in the A. Engineer will be Owner's representative Contract Price or the Contract Times and are compatible during the construction period. The duties and with the design concept of the completed Project as a responsibilities and the limitations of authority of functioning whole as indicated by the Contract Engineer as Owner's representative during construction Documents.These may be accomplished by a Field Order are set forth in the Contract Documents and will not be and will be binding on Owner and also on Contractor, changed without written consent of Owner and Engineer. who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an 9.02 Visits to Site adjustment in the Contract Price or Contract Times, or both,and the parties are unable to agree on entitlement to A. Engineer will make visits to the Site at or on the amount or extent,if any,of any such adjustment, intervals appropriate to the various stages of construction a Claim may be made therefor as provided in Paragraph as Engineer deems necessary in order to observe as an 10.05, experienced and qualified design professional the progress that has been made and the quality of the various B. However, there will be no relaxing, aspects of Contractor's executed Work. Based on substituting or_ Qualifying any portion or the information obtained during such visits and observations, Specifications, unless such change is approved in writiny, Engineer, for the benefit of Owner, will determine, in by the Engineer and Owner. general,if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to 9.05 Rejecting Defective Work make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's A. Engineer will have authority to reject Work efforts will be directed toward providing for Owner a which Engineer believes to be defective,or that Engineer greater degree of confidence that the completed Work will believes will not produce a completed Project that conform generally to the Contract Documents. On the conforms to the Contract Documents or that will prejudice basis of such visits and observations, Engineer will keep the integrity of the design concept of the completed Owner infonned of the progress of the Work and will Project as a functioning whole as indicated by the endeavor to guard Owner against defective Work. Contract Documents.Engineer will also have authority to require special inspection or testing of the Work as B. Engineer's visits and observations are subject provided in Paragraph 13.04, whether or not the Work is to all the limitations on Engineer's authority and fabricated,installed,or completed. responsibility set forth in Paragraph 9.09.Particularly,but without limitation, during or as a result of Engineer's 9.06 Shop Drawings, Change Orders and Payments visits or observations of Contractor's Work Engineer will not supervise,direct, control,or have authority over or be A. In connection with Engineer's authority, and responsible for Contractor's means, methods, techniques, limitations thereof,as to Shop Drawings and Samples,see sequences, or procedures of construction, or the safety Paragraph 6.17. precautions and programs incident thereto, or for any B. In connection with Engineer's authority, and failure of Contractor to comply with Laws and limitations thereof, as to design calculations and design Regulations applicable to the performance of the Work. drawings submitted in response to a delegation of 9.03 Project Representative professional design services,if any,see Paragraph 6.21. C. In connection with Engineer's authority as to A. If Owner and Engineer agree, Engineer will Change Orders,see Articles 10, 11,and 12. furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Standard General Conditions of the Construction Contract—00700—Page 29 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other Applications for Payment,see Article 14. individual or entity, or to any surety for or employee or agent of any of them. 9.07 Determinations for Unit Price Work B. Engineer will not supervise,direct,control,or A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs Engineer's preliminary determinations on such matters incident thereto, or for any failure of Contractor to before rendering a written decision thereon (by comply with Laws and Regulations applicable to the recommendation of an Application for Payment or performance of the Work. Engineer will not be otherwise). Engineer's written decision thereon will be responsible for Contractor's failure to perform the Work final and binding (except as modified by Engineer to in accordance with the Contract Documents. reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of C. Engineer will not be responsible for the acts Paragraph 10.05. or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing 9.08 Decisions on Requirements of Contract any of the Work. Documents and Acceptability of Work D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the payment and accompanying documentation and all requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules, acceptability of the Work thereunder. All matters in guarantees, bonds, certificates of inspection, tests and question and other matters between Owner and Contractor approvals, and other documentation required to be arising prior to the date final payment is due relating to delivered by Paragraph 14.07.A will only be to determine the acceptability of the Work,and the interpretation of the generally that their content complies with the requirements of the Contract Documents pertaining to the requirements of, and in the case of certificates of performance of the Work, will be referred initially to inspections, tests, and approvals that the results certified Engineer in writing within 30 days of the event giving rise indicate compliance with the Contract Documents. to the question. E. The limitations upon authority and B. Engineer will, with reasonable promptness, responsibility set forth in this Paragraph 9.09 shall also render a written decision on the issue referred. If Owner apply to Engineer's Consultants, if any, the Resident or Contractor believe that any such decision entitles them Project Representative,if any,and assistants,if any. to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the ARTICLE 10-CHANGES IN TIIE WORK;CLAIMS event giving rise to the issues referenced for the purposes of Paragraph 10.05.13. C. Engineer's written decision on the issue 10.01 Authorized Changes in the Work referred will be final and binding on Owner and A.Without invalidating the Contract and without Contractor,subject to the provisions of Paragraph 10.05. notice to any surety,-Owner may,at any time or from time D. When functioning as interpreter and judge to time, order additions, deletions, or revisions in the under this Paragraph 9.08, Engineer will not show Work by a Change Order, or a Work Change Directive. partiality to Owner or Contractor and will not be liable in Upon receipt of any such document, Contractor shall connection with any interpretation or decision rendered in promptly proceed with the Work involved which will be good faith in such capacity. performed under the applicable conditions of the Contract Documents(except as otherwise specifically provided). 9.09 Limitations on Engineer's Authority and Responsibilities B. If Owner and Contractor are unable to agree on entitlement to,or on the amount or extent,if any,of an A.Neither Engineer's authority or responsibility adjustment in the Contract Price or Contract Times, or under this Article 9 or under any other provision of the both,that should be allowed as a result of a Work Change Contract Documents nor any decision made by Engineer Directive, a Claim may be made therefor as provided in in good faith either to exercise or not exercise such Paragraph 10.05. authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Standard General Conditions of the Construction Contract—00700— Page 30 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 10.02 Unauthorized Changes in the Work B. Notice: Written notice stating the general nature of each Claim,shall be delivered by the claimant to A. Contractor shall not be entitled to an increase Engineer and the other party to the Contract promptly(but in the Contract Price or an extension of the Contract in no event later than 30 days) after the start of the event Times with respect to any work performed that is not giving rise thereto. The responsibility to substantiate a required by the Contract Documents as amended, Claim shall rest with the party making the Claim. Notice modified, or supplemented as provided in Paragraph 3.04, of the amount or extent of the Claim,with supporting data except in the case of an emergency as provided in shall be delivered to the Engineer and the other party to Paragraph 6.16 or in the case of uncovering Work as the Contract within 60 days after the start of such event provided in Paragraph 13.04.13. (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such 10.03 Execution of Change Orders Claim).A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of A. Owner and Contractor shall execute Paragraph 12.01.13.A Claim for an adjustment in Contract appropriate Change Orders recommended by Engineer Time shall be prepared in accordance with the provisions covering: of Paragraph 12.02.13. Each Claim shall be accompanied by claimant's written statement that the adjustment 1. changes in the Work which are: (i)ordered by claimed is the entire adjustment to which the claimant Owner pursuant to Paragraph 10.0l.A, (ii) required believes it is entitled as a result of said event. The because of acceptance of defective Work under Paragraph opposing party shall submit any response to Engineer and 13.08.A or Owner's correction of defective Work under the claimant within 30 days after receipt of the claimant's Paragraph 13.09,or(iii)agreed to by the parties; last submittal (unless Engineer allows additional time): 2. changes in the Contract Price or Contract C.Engineer's Action: Engineer will review each Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions and in writing: 3. changes in the Contract Price or Contract 1.deny the Claim in whole or in part, Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 2.approve the Claim,or 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it Documents and applicable Laws and Regulations, but would be inappropriate for the Engineer to do so. For during any such appeal, Contractor shall carry on the purposes of further resolution of the Claim, such notice Work and adhere to the Progress Schedule as provided in shall be deemed a denial. Paragraph 6.18.A. D.In the event that Engineer does not take action 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. A. If notice of any change affecting the general scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph Documents (including, but not limited to, Contract Price . 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or or Contract Times) is required by the provisions of any 10.05.1) will be final and binding upon Owner and bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. any such change. F.No Claim for an adjustment in Contract Price 10.05 Claims or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09,shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. Standard General Conditions of the Construction Contract—00700 — Page 31 of 44 H:\CORPORATE\RJM\WORDP\ejcdcNC-700.std.gen.cond.doc 2/17/2005 ARTICLE 11 - COST OF THE WORK; and fee shall be determined in the same manner as ALLOWANCES;UNIT PRICE WORK Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 11.01 Cost of the Work 4. Costs of special consultants(including but not limited to engineers, architects, testing laboratories, A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for means the sum of all costs, except those excluded in services specifically related to the Work. Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When 5.Supplemental costs including the following: the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation, determined on the basis of Cost of the Work,the costs to travel, and subsistence expenses of Contractor's be reimbursed to Contractor will be only those additional employees incurred in discharge of duties or incremental costs required because of the change in the connected with the Work. Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by b. Cost, including transportation and Owner, such costs shall be in amounts no higher than maintenance, of all materials, supplies, those prevailing in the locality of the Project,shall include equipment, machinery, appliances, office, and only the following items,and shall not include any of the temporary facilities at the Site, and hand tools costs itemized in Paragraph 11.0I.B. not owned by the workers, which are consumed in the performance of the Work, and cost, less 1. Payroll costs for employees in the direct market value, of such items used but not employ of Contractor in the performance of the Work consumed which remain the property of under schedules of job classifications agreed upon by Contractor. Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other c. Rentals of all construction equipment and personnel employed full time at the Site. Payroll costs for machinery, and the parts thereof whether rented employees not employed full time on the Work shall be from Contractor or others in accordance with apportioned on the basis of their time spent on the Work. rental agreements approved by Owner with the Payroll costs shall include, but not be limited to, salaries advice of Engineer, and the costs of and wages plus the cost of fringe benefits, which shall transportation, loading, unloading, assembly, include social security contributions, unemployment, dismantling, and removal thereof. All such costs excise, and payroll taxes, workers' compensation, health shall be in accordance with the terms of said and retirement benefits,bonuses, sick leave, vacation and rental agreements. The rental of any such holiday pay applicable thereto. The expenses of equipment, machinery,or parts shall cease when performing Work outside of regular working hours, on the use thereof is no longer necessary for the Saturday, Sunday, or legal holidays, shall be included in Work. the above to the extent authorized by Owner. d. Sales, consumer, use, and other similar taxes 2. Cost of all materials and equipment furnished related to the Work, and for which Contractor is and incorporated in the Work, including costs of liable,imposed by Laws and Regulations. transportation and storage thereof, and Suppliers' field e. Deposits lost for causes other than negligence services required in connection therewith. All cash of Contractor, any Subcontractor, or anyone discounts shall accrue to Contractor unless Owner directly or indirectly employed by any of them or deposits funds with Contractor with which to make for whose acts any of them may be liable, and payments,in which case the cash discounts shall accrue to royalty payments and fees for permits and Owner. All trade discounts, rebates and refunds and licenses. returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so f. Losses and damages (and related expenses) that they may be obtained. caused by damage to the Work,not compensated 3. Payments made by Contractor to by insurance or otherwise, sustained by Subcontractors for Work performed by Subcontractors. If Contractor in connection with the performance required by Owner, Contractor shall obtain competitive of the Work (except losses and damages within bids from subcontractors acceptable to Owner and the deductible amounts of property insurance Contractor and shall deliver such bids to Owner,who will established in accordance with Paragraph then determine, with the advice of Engineer, which bids, 5.06.1)),provided such losses and damages have if any,will be acceptable.If any subcontract provides that resulted from causes other than the negligence of the Subcontractor is to be paid on the basis of Cost of the Contractor, any Subcontractor, or anyone Work plus a fee, the Subcontractor's Cost of the Work directly or indirectly employed by any of them or for whose acts any of them may be liable. Such Standard General Conditions of the Construction Contract—00700—Page 32 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 losses shall include settlements made with the D. Documentation: Whenever the Cost of the written consent and approval of Owner.No such Work for any purpose is to be determined pursuant to losses, damages, and expenses shall be included Paragraphs 11.0EA and 11.01.13,Contractor will establish in the Cost of the Work for the purpose of and maintain records thereof in accordance with generally detennining Contractor's fee. accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown g. The cost of utilities, fuel, and sanitary together with supporting data. facilities at the Site. 11.02 Allowances h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the A. It is understood that Contractor has included Site, expresses, and similar petty cash items in in the Contract Price all allowances so named in the connection with the Work. Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or i. The costs of premiums for all bonds and entities as may be acceptable to Owner and Engineer. insurance Contractor is required by the Contract Documents to purchase and maintain. B.Cash Allowances B. Costs Excluded: The term Cost of the Work 1.Contractor agrees that: shall not include any of the following items: a. the cash allowances include the cost to 1. Payroll costs and other compensation of Contractor (less any applicable trade discounts) Contractor's officers, executives, principals (of of materials and equipment required by the partnerships and sole proprietorships), general managers, allowances to be delivered at the Site, and all applicable taxes;and safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and b. Contractor's costs for unloading and handling contracting agents, expediters, timekeepers, clerks, and on the Site, labor, installation , overhead, profit, other personnel employed by Contractor, whether at the and other expenses contemplated for the cash Site or in Contractor's principal or branch office for allowances have been included in the Contract general administration of the Work and not specifically Price and not in the allowances, and no demand included in the agreed upon schedule of job classifications for additional payment on account of any of the referred to in Paragraph 11.01.A.I or specifically covered foregoing will be valid. by Paragraph 1 1.0l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. C.Contingency Allowance 2. Expenses of Contractor's principal and branch 1. Contractor agrees that a contingency offices other than Contractor's office at the Site. allowance, if any, is for the sole use of Owner to cover 3. Any part of Contractor's capital expenses, unanticipated costs. including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent D. Prior to final payment, an appropriate Change payments. Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work 4. Costs due to the negligence of Contractor,any covered by allowances, and the Contract Price shall be Subcontractor, or anyone directly or indirectly employed correspondingly adjusted. by any of them or for whose acts any of them may be liable, including but not limited to, the correction of 11.03 Unit Price Work defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to A. Where the Contract Documents provide that property. all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit 5. Other overhead or general expense costs of Price Work an amount equal to the sum of the unit price any kind and the costs of any item not specifically and for each separately identified item of Unit Price Work expressly included in Paragraphs I LOLA and 11.01.13. times the estimated quantity of each item as indicated in the Agreement. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall B. The estimated quantities of items of Unit be determined as set forth in the Agreement. When the Price Work are not guaranteed and are solely for the value of any Work covered by a Change Order or when a purpose of comparison of Bids and determining an initial Claim for an adjustment in Contract Price is determined Contract Price. Detenninations of the actual quantities on the basis of Cost of the Work,Contractor's fee shall be and classifications of Unit Price Work performed by determined as set forth in Paragraph 12.01.C. Standard General Conditions of the Construction Contract—00700—Page 33 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 Contractor will be made by Engineer subject to the mutually agreed lump sum (which may include an provisions of Paragraph 9.07. allowance for overhead and profit not necessarily in accordance with Paragraph 12.01-.C.2);or C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover 3. where the Work involved is not covered by Contractor's overhead and profit for each separately unit prices contained in the Contract Documents and identified item. agreement to a lump sum is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work D. Owner or Contractor may make a Claim for (determined as provided in Paragraph 11.01) plus a an adjustment in the Contract Price in accordance with Contractor's fee for overhead and profit (determined as Paragraph 10.05 if: provided in Paragraph 12.0I.C). 1. 0ie quantity ef any item of Unit Priee Wofk C. Contractor's Fee: The Contractor's fee for performed by Gentfaeter differs materially and overhead and profit shall be determined as follows: signifleandy free n the estimated quantity e f n ieh item indieated in the Agreement;ai+d 1. a mutually acceptable fixed fee;or 2. there e ,,«a;« adjustment ,:tw ent n there other-item ncxun.., n«a 2. if a fixed fee is not agreed upon, then a fee r-espbased on the following percentages of the various portions L the quantity of a particular item of Unit Price of the Cost of the Work: Work performed by Contractor differs by more than 25 percent from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.0I.A.1 in the Agreement;and and l 1.01.A.2, the Contractor's fee shall be 15 percent; 2. the total cost of the particular individual item of Unit Price Work amounts to 10 percent or more of the b. for costs incurred under Paragraph 11.01.A.3, Contract Price which is the total sum of all schedules (if the Contractor's fee shall be five percent; an •and c.where one or more tiers of subcontracts are on 3. Contractor believes that Contractor is entitled the basis'of Cost of the Work plus a fee and no to an increase in Contract Price as a result of having fixed fee is agreed upon, the intent of Paragraph incurred additional expense or Owner believes that Owner 12.0l.C.2.a is that the Subcontractor who is entitled to a decrease in Contract Price and the parties actually performs the Work,at whatever tier,will are unable to agree as to the amount of any such increase be paid a fee of 15 percent of the costs incurred or decrease. by such Subcontractor under Paragraphs 11.0l.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a ARTICLE 12 - CHANGE OF CONTRACT PRICE; fee of five percent of the amount paid to the next CHANGE OF CONTRACT TIMES lower tier Subcontractor; d. no fee shall be payable on the basis of costs 12.01 Change of Contract Price itemized under Paragraphs 11.01.A.4, 11.0I.A.5, A. The Contract Price may only be changed by a and 11.0I.B; Change Order. Any Claim for an adjustment in the e. the amount of credit to be allowed by Contract Price shall be based on written notice submitted Contractor to Owner for any change which by the party making the Claim to the Engineer and the results in a net decrease in cost will be the other party to the Contract in accordance with the amount of the actual net decrease in cost plus a provisions of Paragraph 10.05. deduction in Contractor's fee by an amount equal B. The value of any Work covered by a Change to five percent of such net decrease;and Order or of any Claim for an adjustment in the Contract f. when both additions and credits are involved Price will be determined as follows: in any one change, the adjustment in 1. where the Work involved is covered by unit Contractor's fee shall be computed on the basis prices contained in the Contract Documents, by of the net change in accordance with Paragraphs application of such unit prices to the quantities of the 12.01.C.2.a through 12.01.C.2.e,inclusive. items involved (subject to the provisions of Paragraph 11.03)• or D. Lump sum quotations for modifications to the Work shall include substantiating documentation with an 2. where the Work involved is not covered by itemized breakdown of direct project related Contractor unit prices contained in the Contract Documents, by a and Subcontractor costs, including labor, materials Standard General Conditions of the Construction Contract—00700—Page 34 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 rentals, and approved services as summarized in arbitration or other dispute resolution costs) sustained by paragraphs 11.01 A.1 through 11.0l.A.4; and overhead Contractor on or in connection with any other project or and profit fixed fee)as defined in paragraph 12.01.C. anticipated project. 12.02 Change of Contract Times E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays A. The Contract Times may only be changed by within the control of Contractor. Delays attributable to a Change Order. Any Claim for an adjustment in the and within the control of a Subcontractor or Supplier shall Contract Times shall be based on written notice submitted be deemed to be delays within the control of Contractor. by the party making the Claim to the Engineer and the other party to the Contract in accordance with the F. Should the Contractor request a construction provisions of Paragraph 10.05. shutdown due to the reasons listed in paragraph 12.03.A and should a shutdown be approved by the Engineer and B. Any adjustment of the Contract Times Owner, all work on the project shall cease. The Engineer covered by a Change Order or any Claim for an will not be available for work inspection during such adjustment in the Contract Times will be determined in shutdowns and any work completed by the Contractor accordance with the provisions of this Article 12. during such shutdown will not be accepted by the Engineer or Owner. 12.03 Delays A. Where Contractor is prevented from ARTICLE 13 - TESTS AND INSPECTIONS; completing any part of the Work within the Contract CORRECTION, REMOVAL OR ACCEPTANCE OF Times due to delay beyond the control of Contractor, the DEFECTIVE WORK Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the 13.01 Notice of Defects control of Contractor shall include, but not be limited to, acts or neglect by Owner,acts or neglect of utility owners A. Prompt notice of all defective Work of which or other contractors performing other work as Owner or Engineer has actual knowledge will be given to contemplated by. Article 7; fires, floods, epidemics, Contractor. All defective Work may be rejected, abnormal weather conditions,or acts of God. corrected,or accepted as provided in this Article 13. B. If Owner, Engineer, or other contractors or 13.02 Access to Work utility owners performing other work for Owner as contemplated by Article 7,or anyone for whom Owner is A. Owner, Engineer, their consultants and other responsible, delays, disrupts, or interferes with the representatives and personnel of Owner, independent performance or progress of the Work, then Contractor testing laboratories, and governmental agencies with shall be entitled to an equitable adjustment in the Contract jurisdictional interests will have access to the Site and the Price or the Contract Times , or both. Contractor's Work at reasonable times for their observation, entitlement to an adjustment of the Contract Times is inspecting, and testing. Contractor shall provide them conditioned on such adjustment being essential to proper and safe conditions for such access and advise Contractor's ability to complete the Work within the them of Contractor's Site safety procedures and programs Contract Times. so that they may comply therewith as applicable. C. If Contractor is delayed in the performance or 13.03 Tests and Inspections progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of A. Contractor shall give Engineer timely notice utility owners not under the control of Owner, or other of readiness of the Work for all required inspections, causes not the fault of and beyond control of Owner and tests,or approvals and shall cooperate with inspection and Contractor, then Contractor shall be entitled to an testing personnel to facilitate required inspections or tests. equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete B. Owner shall employ and pay for the services the Work within the Contract Times. Such an adjustment of an independent testing laboratory to perform all shall be Contractor's sole and exclusive remedy for the inspections, tests, or approvals required by the Contract delays described in this Paragraph 12.03.C. Documents except: D. Owner, Engineer and the Related Entities of 1. for inspections,tests, or approvals covered by each of them shall not be liable to Contractor for any Paragraphs 13.03.0 and 13.03.1)below; claims, costs, losses, or damages (including but not 2. that costs incurred in connection with tests or limited to all fees and charges of Engineers, architects, inspections conducted pursuant to Paragraph 13.04.13 attorneys, and other professionals and all court or Standard General Conditions of the Construction Contract—00700—Page 35 of 44 H:\CORPORATE\RJM\WORDP\ejGdc\C-700.std.gen.cond.doc 2/17/2005 shall be paid as provided in said Paragraph 13.04.C;and replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price.If 3. as otherwise specifically provided in the the parties are unable to agree as to the amount thereof, Contract Documents. Owner may make a Claim therefor as provided in C. If Laws or Regulations of any public body Paragraph 10.05. having jurisdiction require any Work (or part thereof) D. If, the uncovered Work is not found to be specifically to be inspected, tested, or approved by an defective, Contractor shall be allowed an increase in the employee or other representative of such public body, Contract Price or an extension of the Contract Times, or Contractor shall assume full responsibility for arranging both, directly attributable to such uncovering, exposure, and obtaining such inspections,tests,or approvals,pay all observation, inspection, testing, replacement, and costs in connection therewith, and furnish Engineer the reconstruction. If the parties are unable to agree as to the required certificates of inspection or approval. amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with 13.05 Owner May Stop the Work any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to A. If the Work is defective,or Contractor fails to be incorporated in the Work; or acceptance of materials, supply sufficient skilled workers or suitable materials or mix designs,or equipment submitted for approval prior to equipment, or fails to perform the Work in such a way Contractor's purchase thereof for incorporation in the that the completed Work will conform to the Contract Work. Such inspections, tests, or approvals shall be Documents, Owner may order Contractor to stop the performed by organizations acceptable to Owner and Work, or any portion thereof, until the cause for such Engineer. order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part E. If any Work(or the work of others)that is to of Owner to exercise this right for the benefit of be inspected,tested,or approved is covered by Contractor Contractor, any Subcontractor, any Supplier, any other without written concurrence of Engineer, it must, if individual or entity, or any surety for, or employee or requested by Engineer,be uncovered for observation. agent of any of them. F. Uncovering Work as provided in Paragraph 13.06 Correction or Removal of Defective Work 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of A. Promptly after receipt of notice, Contractor Contractor's intention to cover the same and Engineer has shall correct all defective Work, whether or not not acted with reasonable promptness in response to such fabricated, installed, or completed, or, if the Work has notice. been rejected by Engineer,remove it from the Project and replace it with Work that is not defective.Contractor shall 13.04 Uncovering Work pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers,architects, A. If any Work is covered contrary to the written attorneys, and other professionals and all court or request of Engineer,it must, if requested by Engineer,be arbitration or other dispute resolution costs)arising out of uncovered for Engineer's observation and replaced at or relating to such correction or removal (including but Contractor's expense. not limited to all costs of repair or replacement of work of others). B.If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected B. When correcting defective Work under the or tested by others, Contractor, at Engineer's request, terms of this Paragraph 13.06 or Paragraph 13.07, shall uncover, expose, or otherwise make available for Contractor shall take no action that would void or observation, inspection, or testing as Engineer may otherwise impair Owner's special warranty and guarantee, require, that portion of the Work in question, furnishing if any,on said Work. all necessary labor,material,and equipment. 13.07 Correction Period C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, A. If within one year after the date of Substantial and damages (including but not limited to all fees and Completion (or such longer period of time as may be charges of engineers, architects, attorneys, and other prescribed by the terms of any applicable special professionals and all court or arbitration or other dispute guarantee required by the Contract Documents)or by any resolution costs) arising out of or relating to such specific provision of the Contract Documents, any Work uncovering, exposure, observation, inspection, and is found to be defective, or if the repair of any damages to testing, and of satisfactory replacement or reconstruction the land or areas made available for Contractor's use by (including but not limited to all costs of repair or Owner or permitted by Laws and Regulations as Standard General Conditions of the Construction Contract—00700—Page 36 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 contemplated in Paragraph 6.1 LA is found to be Owner's evaluation of and determination to accept such defective, Contractor shall promptly, without cost to defective Work(such costs to be approved by Engineer as Owner and in accordance with Owner's written to reasonableness) and the diminished value of the Work instructions: to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to 1.repair such defective land or areas;or Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions 2.correct such defective Work;or in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the 3. if the defective Work has been rejected by Contract Price, reflecting the diminished value of Work Owner, remove it from the Project and replace it with so accepted. If the parties are unable to agree as to the Work that is not defective,and amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs 4. satisfactorily correct or repair or remove and after such recommendation,an appropriate amount will be replace any damage to other Work, to the work of others paid by Contractor to Owner. or other land or areas resulting therefrom. 13.09 Owner May Correct Defective Work B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an A. If Contractor fails within a reasonable time emergency where delay would cause serious risk of loss after written notice from Engineer to correct defective or damage, Owner may have the defective Work Work or to remove and replace rejected Work as required corrected or repaired or may have the rejected Work by Engineer in accordance with Paragraph 13.06.A, or if removed and replaced. All claims, costs, losses, and Contractor fails to perform the Work in accordance with damages (including but not limited to all fees and charges the Contract Documents, or if Contractor fails to comply of engineers, architects,attorneys,and other professionals with any other provision of the Contract Documents, and all court or arbitration or other dispute resolution Owner may,after seven days written notice to Contractor, costs)arising out of or relating to such correction or repair correct or remedy any such deficiency. or such removal and replacement (including but not B. In exercising the rights and remedies under limited to ali costs of repair or replacement of work of this Paragraph 13.09, Owner shall proceed expeditiously. others)will be paid by Contractor. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the C. In special circumstances where a particular Site, take possession of all or part of the Work and item of equipment is placed in continuous service before suspend Contractor's services related thereto, take Substantial Completion of all the Work, the correction possession of Contractor's tools, appliances, construction period for that item may start to run from an earlier date if equipment and machinery at the Site, and incorporate in so provided in the Specifications. the Work all materials and equipment stored at the Site or D. Where defective Work (and damage to other for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's Work resulting therefrom)has been corrected or removed representatives, agents and employees, Owner's other and replaced under this Paragraph 13.07, the correction contractors, and Engineer and Engineer's consultants period hereunder with respect to such Work will be access to the Site to enable Owner to exercise the rights extended for an additional period of one year after such and remedies under this Paragraph. correction or removal and replacement has been satisfactorily completed. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of E. Contractor's obligations under this Paragraph engineers, architects, attorneys, and other professionals 13.07 are in addition to any other obligation or warranty. and all court or arbitration or other dispute resolution The provisions of this Paragraph 13.07 shall not be costs) incurred or sustained by Owner in exercising the construed as a substitute for or a waiver of the provisions rights and remedies under this Paragraph 13.09 will be of any applicable statute of limitation or repose. charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the 13.08 Acceptance of Defective Work Contract Documents with respect to the Work;and Owner shall be entitled to an appropriate decrease in the Contract A. If, instead of requiring correction or removal Price.If the parties are unable to agree as to the amount of and replacement of defective Work, Owner(and, prior to the adjustment, Owner may make a Claim therefor as Engineer's recommendation of final payment, Engineer) provided in Paragraph 10.05. Such claims, costs, losses prefers to accept it, Owner may do so. Contractor shall and damages will include but not be limited to all costs of pay all claims, costs, losses, and damages (including but repair, or replacement of work of others destroyed or not limited to all fees and charges of engineers,architects, damaged by correction, removal, or replacement of attorneys, and other professionals and all court or Contractor's defective Work. arbitration or other dispute resolution costs)attributable to Standard General Conditions of the Construction Contract—00700—Page 37 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D. Contractor shall not be allowed an extension asse i4ed with„fief Applieations f_D.y ffl^„, of the Contract Times because of any delay in the performance of the Work attributable to the exercise by 3. The amount of retainage with ro „eet e Owner of Owner's rights and remedies under this f,r:gress payments will be as stipulated in the ^b_. ent Paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND 2.Each application for progress payment shall be COMPLETION accompanied by Contractor's updated schedule of operations, or progress report, with such shop drawings schedules, procurement schedules, value of materials on 14.01 Schedule of Values hand included in application, and other data specified herein or reasonably required by Owner or Engineer. The A. The Schedule of Values established as Owner reserves the right to require submission of monthly provided in Paragraph 2.07.A will serve as the basis for certified payrolls by the Contractor. After the first progress payments and will be incorporated into a form of progress payment which requests payment for materials in Application for Payment acceptable to Engineer. Progress storage has been made by the Contractor to the Owner, payments on account of Unit Price Work will be based on the Contractor must submit with the following month's the number of units completed. payment request, evidence satisfactory to the Owner that such material has been paid for. Failure to provide this 14.02 Progress Payments evidence with the first request and subsequent requests will result in withholding from subsequent progress A.Applications for Payments payments the amount in dispute requested for materials in storage in accordance with Paragraph 14.02B. 1. At least 20 days before the date established in the Agreement for each progress 3.The Owner may retain aportion of the amount payment (but not more often than once a month), otherwise due the Contractor. Except as state law Contractor shall submit to Engineer for review an otherwise provides, the amount retained by the Owner Application for Payment filled out and signed by shall be as stipulated in the Agreement. In accordance Contractor covering the Work completed as of the with state law the Owner may accept deposited securities date of the Application and accompanied by such in lieu of cash retainage. Retainage may be used by the supporting documentation as is required by .the Owner,to offset costs for any of the losses enumerated in Contract Documents. If payment is requested on the Paragraphs 14.0-2.B.5.a through 14.02.B.5.d inclusive, basis of materials and equipment not incorporated in 14.02.D.La through 14.02.D.1.d inclusive,or 15.02.C. In the Work but delivered and suitably stored at the Site addition, retainage may be used by the Owner to protect or at another location agreed to in writing, the against loss from failure by the Contractor to complete Application for Payment shall also be accompanied necessary work and to offset any liquidated damages due by a bill of sale, invoice, or other documentation Owner. warranting that Owner has received the materials and equipment free and clear of all Liens and evidence 4. Liquidated damages for unscheduled that the materials and equipment are covered by employment of the Engineer shall be calculated at the appropriate property insurance or other arrangements hourly rates indicated in the Bid Form. Liquidated to protect Owner's interest therein, all of which must damages shall be paid by deduction from monthly_progress be satisfactory to Owner. Payments for materials in pay estimates and the final pay estimate, as the liquidated storage shall be based only upon the actual cost of damages are incurred. the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, 5.Each application for pro ress payment shall be invoice or other document warranting clear title for accompanied by a statement of certification by the materials in storage will be waived for the material in Contractor that no claim exists against the Owner or storage included in the first progress payment Engineer unless expressly stated otherwise; that the application. However, proof of payment and clear payment claimed represents the actual value of the work title must be submitted with Application No. 2 for all accomplished, that the work accomplished and materials material included in Application No. 1. Without supplied are in accordance with the Contract Documents; such documentation amounts paid for materials in that the quantities claimed were properly determined;and storage will be deducted from subsequent payments. that all labor provisions have been complied with in full. Beginning with the second application, all requests forpayment for materials in storage shall be B.Review of Applications accompanied by Bill of Sale, invoice or other 1. Engineer will, within 10 days after receipt of document warranting clear title as required above. each Application for Payment, either indicate in writing a ' Beginning w4 the ^ „a ^„„lieation c recommendation of payment and present the Application ^ Payment, each ,;eation shall elude ,, 0f to Owner or return the Application to Contractor -YY" v affidavit, „*n indicating in writing Engineer's reasons for refusing to eei �,„ 1. L, „ u. �, Stating, I u„ �� n ^ ^ ra recommend payment. In the latter case, Contractor may ,a ..+ .,F fl,o 1E7..r ^,a l,00„ applied ., „t todisehai-- e C „„.aetef's legitimate obligations make the necessary corrections and resubmit the �' Standard General Conditions of the Construction Contract-00700- Page 38 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 Application. d. to make any examination to ascertain how or 2. Engineer's recommendation of any payment for what purposes Contractor has used the requested in an Application for Payment will constitute a moneys paid on account of the Contract Price,or representation by Engineer to Owner,based on Engineer's observations on the Site of the executed Work as an e. to determine that title to any of the Work, experienced and qualified design professional and on materials,or equipment has passed to Owner free Engineer's review of the Application for Payment and the and clear of any Liens. accompanying data and schedules, that to the best of Engineer's knowledge,information and belief. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it i the Work has progressed to the point would be incorrect to make the representations to Owner indicated; stated in Paragraph 14.02.B.2. Engineer may also refuse b. the quality of the Work is generally in to recommend any such payment or, because of accordance with the Contract Documents subsequently discovered evidence or the results of (subject to an evaluation of the Work as a subsequent inspections or tests,revise or revoke any such functioning whole prior to or upon Substantial payment recommendation previously made,to such extent Completion, to the results of any subsequent as may be necessary in Engineer's opinion to protect tests called for in the Contract Documents, to a Owner from loss because: final determination of quantities and classifications for Unit Price Work under a.the Work is defective,or completed Work has Paragraph 9.07, and to any other qualifications been damaged, requiring correction or stated in the recommendation);and replacement; c. the conditions precedent to Contractor's being b. the Contract Price has been reduced by entitled to such payment appear to have been Change Orders; fulfilled in so far as it is Engineer's responsibility to observe the Work. c. Owner has been required to correct defective Work or complete Work in accordance with 3.By recommending any such payment Engineer Paragraph 13.09;or will not thereby be deemed to have represented that: d. Engineer has actual knowledge of the a. inspections made to check the quality or the occurrence of any of the events enumerated in quantity of the Work as it has been performed Paragraph 15.02.A. have been exhaustive, extended to every aspect of the Work in progress, or involved detailed C.Payment Becomes Due inspections of the Work beyond the responsibilities specifically assigned to Engineer 1. Ten days after presentation of the Application in re the Contract Documents;or for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions b. that there may not be other matters or issues of Paragraph 14.02.D)become due, and when due will be between the parties that might entitle Contractor paid by Owner to Contractor. to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. D.Reduction in Payment 4. Neither Engineer's review of Contractor's 1.Owner may refuse to make payment of the full Work for the purposes of recommending payments nor amount recommended by Engineer because: Engineer's recommendation of any payment, including final payment,will impose responsibility on Engineer: a. claims have been made against Owner on account of Contractor's performance or a.to supervise,direct,or control the Work,or furnishing of the Work; b. for the means, methods, techniques, b. Liens have been filed in connection with the sequences, or procedures of construction, or the Work, except where Contractor has delivered a safety precautions and programs incident thereto, specific bond satisfactory to Owner to secure the or satisfaction and discharge of such Liens; c. for Contractor's failure to comply with Laws c. there are other items entitling Owner to a and Regulations applicable to Contractor's set-off against the amount recommended, performance of the Work,or including liquidated damages;or Standard General Conditions of the Construction Contract—00700—Page 39 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 d. Owner has actual knowledge of the occurrence C. If Engineer considers the Work substantially of any of the events enumerated in Paragraphs complete, Engineer will deliver to Owner a tentative 14.02.B.5.a through 14.02.B.5.c or Paragraph certificate of Substantial Completion which shall fix the 15.02.A. date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or 2. If Owner refuses to make payment of the full corrected before final payment. Owner shall have seven amount recommended by Engineer, Owner will give days after receipt of the tentative certificate during which Contractor immediate written notice (with a copy to to make written objection to Engineer as to any provisions Engineer)stating the reasons for such action and promptly of the certificate or attached list. If, after considering such pay Contractor any amount remaining after deduction of objections, Engineer concludes that the Work is not the amount so withheld. Owner shall promptly pay substantially complete,Engineer will within 14 days after Contractor the amount so withheld, or any adjustment submission of the tentative certificate to Owner notify thereto agreed to by Owner and Contractor, when Contractor in writing,stating the reasons therefor.If,after Contractor corrects to Owner's satisfaction the reasons for consideration of Owner's objections, Engineer considers such action. the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor 3. If it is subsequently determined that Owner's a definitive certificate of Substantial Completion (with a refusal of payment was not justified, the amount revised tentative list of items to be completed or wrongfully withheld shall be treated as an amount due as corrected) reflecting such changes from the tentative determined by Paragraph 14.02.C.1. certificate as Engineer believes justified after consideration of any objections from Owner. 14.03 Contractor's Warranty of Title D. At the time of delivery of the tentative A. Contractor warrants and guarantees that title certificate of Substantial Completion, Engineer will to all Work, materials, and equipment covered by any deliver to Owner and Contractor a written Application for Payment, whether incorporated in the recommendation as to division of responsibilities pending Project or not,will pass to Owner no later than the time of final payment between Owner and Contractor with payment free and clear of all Liens. respect to security,operation,safety,and protection of the Work, maintenance, heat, utilities, insurance, and B. Neither recommendation of any progress warranties and guarantees. Unless Owner and Contractor payment by Engineer, nor payment by the Owner to agree otherwise in writing and so inform Engineer in Contractor,nor any use or occupancy of the Work or any writing prior to Engineer's issuing the definitive part thereof will release the Contractor from complying certificate of Substantial Completion, Engineer's with the Contract Documents. Specifically the Contractor aforesaid recommendation will be binding on Owner and shall maintain in accordance with Article 5, property Contractor until final payment. insurance on all Work,materials, and equipment whether incorporated in the project or not and whether included in E. Owner shall have the right to exclude an application for payment or not, for the full insurable Contractor from the Site after the date of Substantial value thereof. Passing title to Owner for materials and equipment included in an application for payment does Completion subject to allowing Contractor reasonable not relieve the Contractor of the Contractor's obligation to access to complete or correct items on the tentative list. provide insurance (including property insurance), as required in Article 5 of these General Conditions and the 14.05 Partial Utilization Supplementary Conditions. All insurance shall remain in effect as provided in Article 5. A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially 14.04 Substantial Completion completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, A. When Contractor considers the entire Work Engineer, and Contractor agree constitutes a separately ready for its intended use Contractor shall notify Owner functioning and usable part of the Work that can be used and Engineer in writing that the entire Work is by Owner for its intended purpose without significant substantially complete(except for items specifically listed interference with Contractor's performance of the by Contractor as incomplete) and request that Engineer remainder of the Work, subject to the following issue a certificate of Substantial Completion. conditions. B. Promptly after Contractor's notification, 1. Owner at any time may request Contractor in Owner, Contractor, and Engineer shall make an writing to permit Owner to use or occupy any such part of inspection of the Work to determine the status of the Work which Owner believes to be ready for its completion. If Engineer does not consider the Work intended use and substantially complete. If and when substantially complete, Engineer will notify Contractor in Contractor agrees that such part of the Work is writing giving the reasons therefor. substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially Standard General Conditions of the Construction Contract—00700—Page 40 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 complete and request Engineer to issue a certificate of Engineer will promptly make a final inspection with Substantial Completion for that part of the Work. Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals 2. Contractor at any time may notify Owner and that the Work is incomplete or defective. Contractor shall Engineer in writing that Contractor considers any such immediately take such measures as are necessary to part of the Work ready for its intended use and complete such Work or remedy such deficiencies. substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the B.After Contractor has remedied all deficiencies Work. to the satisfaction of the Owner and Engineer and delivered all construction records, maintenance and 3. Within a reasonable time after either such operating instructions, schedules, guarantees, bonds, request, Owner, Contractor, and Engineer shall make an certificates of inspection, and other documents (all as inspection of that part of the Work to determine its status required by the Contract Documents), Owner and of completion. If Engineer does not consider that part of Contractor shall be promptly notified in writingby the Work to be substantially complete, Engineer will Engineer that the work is acceptable. notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be 14.07 Final Payment substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial A.Application for Payment Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections 4. No use or occupancy or separate operation of identified during the final inspection and has delivered,in part of the Work may occur prior to compliance with the accordance with the Contract Documents, all maintenance requirements of Paragraph 5.10 regarding property and operating instructions, schedules, guarantees, bonds, insurance. certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in B. Owner has the right to take possession of or Paragraph 6.12), and other documents, Contractor may use any completed or substantially completed portions of make application for final payment following the the work at any time, but such taking possession or use procedure for progress payments. will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. 2. The final Application for Payment shall be Owner's use of any facilities so identified in the Contract accompanied(except as previously delivered)by: Documents will not be grounds for extension of the contract time or change in the contract price. Owner's a. all documentation called for in the Contract use of any facilities not specifically identified in the Documents, including but not limited to the Contract Documents will be in accordance with evidence of insurance required by Paragraph conditions agreed to prior to such use,and any extra costs 5.04.13.7; or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change b.consent of the surety,if any,to final payment; Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used c. a list of all Claims against Owner that by Owner prior to substantial completion of the entire Contractor believes are unsettled; and work will be done in accordance with Article 14.04. Guarantee periods for accepted or substantially completed d. complete and legally effective releases or work including mechanical and electrical equipment will waivers(satisfactory to Owner)of all Lien rights commence upon the start of continuous use by Owner. arising out of or Liens filed in connection with All tests and instruction of Owner's personnel must be the Work. satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied 3. In lieu of the releases or waivers of Liens or used except as may arise through portions of work not specified in Paragraph 14.07.A.2 and as approved by yet completed by Contractor. If the work has been Owner,Contractor may furnish receipts or releases in full substantially completed and the Engineer certifies that full and an affidavit of Contractor that: (i) the releases and completion thereof is materially delayed through no fault receipts include all labor, services, material, and of the Contractor, the Owner shall, without terminating equipment for which a Lien could be filed; and (ii) all the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner 14.06 Final Inspection or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or A. Upon written notice from Contractor that the Supplier fails to furnish such a release or receipt in full, entire Work or an agreed portion thereof is complete, Contractor may furnish a bond or other collateral Standard General Conditions of the Construction Contract—00700—Page 41 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 satisfactory to Owner to indemnify Owner against any 1. a waiver of all Claims by Owner against Lien. Contractor, except Claims arising from unsettled Liens, B. Engineer's Review of Application and from defective Work appearing after final inspection Acceptance pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terns of any special 1. If, on the basis of Engineer's observation of guarantees specified therein, or from Contractor's the Work during construction and final inspection, and continuing obligations under the Contract Documents; Engineer's review of the final Application for Payment and and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work 2. a waiver of all Claims by Contractor against has been completed and Contractor's other obligations Owner other than those previously made in accordance under the Contract Documents have been fulfilled, with the requirements herein and expressly acknowledged Engineer will, within ten days after receipt of the final by Owner in writing as still unsettled. Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND Engineer will also give written notice to Owner and TERMINATION Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, 15.01 Owner May Suspend Work indicating in writing the reasons for refusing to recommend final payment,in which case Contractor shall A. At any time and without cause, Owner may make the necessary corrections and resubmit the suspend the Work or any portion thereof for a period of Application for Payment. not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which C.Payment Becomes Due Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an 1.Thirty days after the presentation to Owner of adjustment in the Contract Price or an extension of the the Application -for Payment and accompanying Contract Times, or both, directly attributable to any such documentation, the amount recommended by Engineer, suspension if Contractor makes a Claim therefor as less any sum Owner is entitled to set off against provided in Paragraph 10.05. Engineer's recommendation, including but not limited to 15.02 Owner May Terminate for Cause liquidated damages,will become due and,will be paid by Owner to Contractor. A. if the Contractor fails to complete the work required by the Contract Documents, or upon =1� 14.08 Final Completion Delayed occurrence of any one or more of the following events, .o ill ustif• ,..,ination the Owner may terminate the A. If, through no fault of Contractor, final Agreement relating to the whole Work or any portion completion of the Work is significantly delayed, and if thereof for cause: Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work 1. Contractor's persistent failure to perform the fully completed and accepted) and recommendation of Work in accordance with the Contract Documents Engineer, and without tenninating the Contract, make (including, but not limited to, failure to supply sufficient payment of the balance due for that portion of the Work skilled workers or suitable materials or equipment or fully completed and accepted. If the remaining balance to failure to adhere to the Progress Schedule established be held by Owner for Work not fully completed or under Paragraph 2.07 as adjusted from time to time corrected is less than the retainage stipulated in the pursuant to Paragraph 6.04); Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the 2. Contractor's disregard of Laws or Regulations payment of the balance due for that portion of the Work of any public body having jurisdiction; fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such 3. Contractor's disregard of the authority of payment. Such payment shall be made under the terms Engineer;or and conditions governing final payment, except that it 4. Contractor's violation in any substantial way shall not constitute a waiver of Claims. of any provisions of the Contract Documents. 14.09 Waiver of Claims B. If one or more of the events identified in A. The making and acceptance of final payment Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its will constitute: intent to terminate the services of Contractor: Standard General Conditions of the Construction Contract—00700—Page 42 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1. exclude Contractor from the Site, and take 1. completed and acceptable Work executed in possession of the Work and of all Contractor's tools, accordance with the Contract Documents prior to the appliances, construction equipment, and machinery at the effective date of termination, including fair and Site, and use the same to the full extent they could be reasonable sums for overhead and profit on such Work; used by Contractor (without liability to Contractor for trespass or conversion), 2. expenses sustained prior to the effective date of termination in performing services and furnishing 2. incorporate in the Work all materials and labor,materials, or equipment as required by the Contract equipment stored at the Site or for which Owner has paid Documents in connection with uncompleted Work, plus Contractor but which are stored elsewhere,and fair and reasonable sums for overhead and profit on such expenses; 3. complete the Work as Owner may deem expedient. 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of C. If Owner proceeds as provided in Paragraph engineers, architects, attorneys, and other professionals 15.02.13, Contractor shall not be entitled to receive any and all court or arbitration or other dispute resolution further payment until the Work is completed. If the costs) incurred in settlement of tenminated contracts with unpaid balance of the Contract Price exceeds all claims, Subcontractors,Suppliers,and others;and costs,losses,and damages(including but not limited to all fees and charges of engineers, architects, attorneys, and 4. reasonable expenses directly attributable to other professionals and all court or arbitration or other termination. dispute resolution costs) sustained by Owner arising out of or relating to completing the Work,such excess will be B. Contractor shall not be paid on account of loss paid to Contractor. If such claims, costs, losses, and of anticipated profits or revenue or other economic loss damages exceed such unpaid balance, Contractor shall arising out of or resulting from such termination. pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by 15.04 Contractor May Stop Work or Terminate Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. A. If, through no act or fault of.Contractor, (i) When ekercising any rights or remedies under this the Work is suspended for more than 90 consecutive days Paragraph Owner shall not be required to obtain the by Owner or under an order of court or other public lowest price for the Work performed. authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) D. Notwithstanding Paragraphs 15.02.13 and Owner fails for 30 days to pay Contractor any sum finally 15.02.C, Contractor's services will not be terminated if determined to be due, then Contractor may, upon seven Contractor begins within seven days of receipt of notice days written notice to Owner and Engineer, and provided of intent to terminate to correct its failure to perform and Owner or Engineer do not remedy such suspension or proceeds diligently to cure such failure within no more failure within that time, terminate the Contract and than 30 days of receipt of said notice. recover from Owner payment on the same terms as provided in Paragraph 15.03. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any B. In lieu of terminating the Contract and rights or remedies of Owner against Contractor then without prejudice to any other right or remedy, if existing or which may thereafter accrue. Any retention or Engineer has failed to act on an Application for Payment payment of moneys due Contractor by Owner will not within 30 days after it is submitted, or Owner has failed release Contractor from liability. for 30 days to pay Contractor any sum finally determined to be due, Contractor may,seven days after written notice F. If and to the extent that Contractor has to Owner and Engineer, stop the Work until payment is provided a performance bond under the provisions of made of all such amounts due Contractor, including Paragraph 5.01.A, the termination procedures of that bond interest thereon. The provisions of this Paragraph 15.04 shall supersede the provisions of Paragraphs 15.02.13 and are not intended to preclude Contractor from making a 15.02.C. Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for 15.03 Owner May Terminate For Convenience expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. A.Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for(without duplication of any items): Standard General Conditions of the Construction Contract—00700—Page 43 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 ARTICLE 16-DISPUTE RESOLUTION B. The business address for ig ving notices of Contractor given in the Agreement is hereby designated ated as the place to which all notices, letters, and other 16.01 Methods and Procedures communication to Contractor will be mailed or delivered. The address for giving notices to Owner given in the A. Either Owner or Contractor may request Agreement is hereby designated as the place to which all mediation of any Claim submitted to Engineer for a notices, letters, and other communication to Owner shall decision under Paragraph 10.05 before such decision be mailed or delivered. Either party may change its becomes final and binding. The mediation will be address at any time by an instrument in writing delivered governed by the Construction Industry Mediation Rules to Engineer and to the other party_ of the American Arbitration Association in effect as of the 17.02 Computation of Times Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American A. When any period of time is referred to in the Arbitration Association and the other party to the Contract Documents by days, is ill be eem„uteri W Contract. Timely submission of the request shall stay the e)Eelude the first and in elude the last day of s eh peried. effect of Paragraph 10.05.E. the time will commence to run on the day or date indicated in the Notice to Proceed or any other properly B. Owner and Contractor shall participate in the executed document. The time will be computed to mediation process in good faith. The process shall be include the first day or date indicated in the number of concluded within 60 days of filing of the request. The days. If the last day of any such period falls on a date of termination of the mediation shall be determined Saturday or Sunday or on a day made a legal holiday by by application of the mediation rules referenced above. the law of the applicable jurisdiction, such day will be C. If the Claim is not resolved by mediation, omitted from the computation. Engineer's action under Paragraph 10.05.0 or a denial 17.03 Cumulative Remedies pursuant to Paragraphs 10.05.C.3 or 10.05.1)shall become final and binding 30 days after termination of the A. The duties and obligations imposed by these mediation unless, within that time period, Owner or General Conditions and the rights and remedies available Contractor: hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, ny 1. elects in writing to invoke any dispute rights and remedies available to any or all of them which resolution process provided for in the Supplementary are otherwise imposed or available by Laws or Conditions,or Regulations,by special warranty or guarantee,or by other provisions of the Contract Documents. The provisions of 2. agrees with the other party to submit the this Paragraph will be as effective as if repeated Claim to another dispute resolution process,or specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to 3. gives written notice to the other party of their which they apply. intent to submit the Claim to a court of competent jurisdiction. 17.04 Survival of Obligations A. All representations, indemnifications, ARTICLE 17-MISCELLANEOUS warranties, and guarantees made in,required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract 17.01 Giving Notice Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of A. Whenever any provision of the Contract the Contract or termination of the services of Contractor. Documents requires the giving of written notice,it will be deemed to have been validly given if. 17.05 Controlling Law 1. delivered in person to the individual or to a A.This Contract is to be governed by the law of member of the firm or to an officer of the corporation for the state in which the Project is located. whom it is intended,or 17.06 Headings 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known A. Article and paragraph headings are inserted to the giver of the notice. for convenience only and do not constitute parts of these General Conditions. Standard General Conditions of the Construction Contract—00700 —Page 44 of 44 H:\CORPORATE\RJ M\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract [(No. C-700, 2002 Edition)] [and the Funding Agency Edition (No. 1910-8-FA, 1997 Edition)] and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions which are defined in the General Conditions have the meanings indicated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable in both the singular and plural thereof. Index of Supplementary Conditions to the General Conditions Article or Paragraph No. Title or Subject Matter SC-1 .01 .A.20 Engineer's Consultants SC-2.01 Delivery of Bonds SC-2.07 Initial Acceptance of Schedules SC-3.03.B.1.c Resolving Discrepancies SC-4.02 Subsurface and Physical Conditions - Technical Data SC-4.04.A.3 Underground Facilities SC-4.05 Reference Points SC-4.06 Hazardous Environmental Condition at Site SC-5.02 Licensed Sureties and Insurers IQ,C-5.03 Certificates of Insurance SC-5.04 Contractor's Liability Insurance SC-5.06 Property Insurance - Purchased by Contractor SC-6.02 Labor; Working Hours SC-6.03 Services, Materials, and Equipment SC-6.06 Concerning Subcontractors, Suppliers and Others SC-6.17 Shop Drawings and Samples SC-7.01 Related Work at the Site SC-11 .01.A.5.c Equipment Rental Rates - Use of Blue Book SC-11 .03.D Unit Price Work SC-13.03 Tests and Inspections SC-14.02.13 Progress Payments- Whole or Partial Payment Refused by Engineer SC-14.02.0 Progress Payments — Payment Becomes Due SC-14.02.D Progress Payments - Full Payment Refusal by Owner SC-14.07.A Final Payment Application — Releases and Waivers SC-14.07.13 Final Payment - Refusal by Engineer SC-14.07.0 Final Payment - Payment Becomes Due SC-16.02 Dispute Resolution - Mediation SC-17.04.B Survival of Obligation - Statutes of Limitation Supplementary Conditions -00810- Page 1 of 15 H:\0417\035\docs\Specs\Div 0\00810_supp1cond.doc 1/6/2006 SC-1.01.A.20 ENGINEER'S CONSULTANTS SC-1.01.A.20 Engineer's Consultants - The following persons, firms or corporations have provided or will provide professional services to the Engineer for the Project: Service CompanV Name Geotechnical and Materials Testing NTL Engineering and Geoscience„ Inc. SC-2.01 DELIVERY OF BONDS Add a new paragraph immediately after paragraph 2.01.A of the General Conditions which is to read: B. Engineer shall furnish to Contractor 5 copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, insert executed copies of the required Bonds and Power of Attorney and Certificates of Insurance and submit all copies to Engineer who will forward them to the Owner. Owner shall execute all copies and return two copies to the Contractor who shall promptly deliver one copy to his Surety. Owner shall also furnish a counterpart or conformed copy to the Engineer and shall retain 2 copies. SC-2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the following in its place: A. Prior to the first application for payment all schedules and documents identified in paragraph 2.05.A of these General Conditions shall be finalized and submitted to the Engineer and Owner. Until acceptable schedules are submitted to Engineer and Owner as provided below, Owner may withhold an amount from a progress payment that is sufficient to pay the direct expenses that Owner may reasonably expect will be necessary to correct any problems based on Contractor's failure to submit acceptable schedules. The progress schedule shall be CPM form or other acceptable format that shows estimated time for each work item, and starting and completion dates for each part of the Work. Acceptance of these schedules and documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for the sequencing, scheduling or progress of the Work, and will not interfere with or relieve Contractor from Contractor's full responsibility therefore. SC-3.03.B RESOLVING DISCREPANCIES Add a new paragraph immediately after paragraph 3.0.3.B.1.b of the General Conditions which is to read: C. In the event that any provision of the Contract Documents conflicts with another provision of the Contract Documents, the provision in the Contract Supplementary Conditions -00810 - Page 2 of 15 HA0417\035\docs\Specs\Div 0\00810supplcond.doc 1/9/2006 Documents first listed below shall generally govern except as otherwise specifically stated- 1. Standard Form of Agreement 2. Performance and Payment Bond 3. Addenda to Contract Documents 4. Legal and Procedural Documents: a. Proposal b. Proposal Guaranty C. Instructions to Bidders d. Invitation to Bid [5. Special Provisions] 6. Drawings 7. Detailed Specifications Requirements (Technical Specifications) 8. Supplementary Conditions 9. General Conditions SC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS - TECHNICAL DATA Add the following new paragraph(s) immediately after paragraph 4.02.B of the General Conditions- C. In the preparation of Drawings and Specifications, Engineer or Engineer's Consultants have relied upon the following reports of explorations and tests of subsurface conditions at the Site: 1 . Report dated March 18, 2002, prepared by NTL Engineering & Geoscience, Great Falls, MT, entitled: Geotechnical Investigation Report — Durston Road Improvements, Bozeman, Montana, consisting of 9 pages. The "technical data" contained in such report upon which Contractor may rely is subsurface investigation information. D. In the preparation of Drawings and Specifications, Engineer or Engineer's Consultants relied upon the following drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: 1. No drawings of ,physical conditions in or relating to existing surface or subsurface structures were relied upon in the preparation of these Contract Documents. E. Copies of reports and drawings itemized in SC-4.02.0 and SC-4.02-D that are not included with Bidding documents may be examined at the office of Morrison- Maierle, inc., 901 Technology Blvd., Bozeman, MT 59718, during regular business hours. These reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Contractor is entitled to rely as identified and established above are incorporated therein by reference. Contractor is not entitled Supplementary Conditions - 00810 - Page 3 of 15 H:\0417\035\docs\Specs\Div 0\00810_supp1cond.doc 1/6/2006 to rely upon other information and data utilized by Engineer and Engineer's Consultants in the preparation of Drawings and specifications. SC-4.04 UNDERGROUND FACILITIES Add the following new paragraph immediately after paragraph 4.04.A.2 of the General Conditions: 3. At least 2 but not more than 10 business days before beginning any excavation, the Contractor shall, according to MCA 69-4-501 , notify all owners of underground facilities and coordinate the Work with the owners of such underground facilities. The information shown or indicated in the Contract Documents with respect to existing underground facilities is based on information and data obtained from the owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for the accuracy or completeness of such information or data. SC-4.05 REFERENCE POINTS Add the following paragraphs immediately after paragraph 4.05.A of the General Conditions which are to read: B. The baselines and benchmarks to be furnished by the Owner are designated on the Drawings. If lost or destroyed by the Contractor, the baselines and benchmarks will be re-established by the Engineer. The cost of re-establishing disturbed baselines or benchmarks shall be calculated at the hourly rates specified in the Bid Form for unscheduled employment of the Engineer. Payment for such work shall be made by deduction from the monthly progress payments and the final payment as the costs are incurred. C. All other staking required by the Contractor to complete the work, including line and/or grade stakes, slope stakes, bluetops, etc., shall be provided by the Contractor. D. Construction surveys shall be done under the direction of a Registered Professional Engineer or Land Surveyor experienced in construction layout work. E. The Contractor shall notify the Engineer of any discrepancies between plan locations and verified field locations or dimensions. All connections of new facilities to existing facilities (pavement, pipe and duct inverts, and other critical horizontal or vertical dimensions) shall be verified by the Contractor prior to starting construction. Any differences between the plans and field construction surveys will be resolved by the Engineer. F. When required, the Contractor shall provide a survey crew during normal working hours to assist the Engineer in checking lines and elevations in the Contractor's layout and for measuring quantities for payment purposes as the work proceeds. The Contractor shall cooperate with the Engineer so that the checking and measuring may be accomplished with the least interference to the Contractor's operations. Supplementary Conditions - 00810 - Page 4 of 15 HA0417\035\docs\Specs\Div 0\00810supplcond.doc 1/9/2006 SC-4.06 HAZARDOUS ENVIRONMENTAL CONDITION AT SITE Delete Paragraph 4.06.A and 4.06.E in the General Conditions in their entirety and insert the following: A. No reports or drawings related to Hazardous Environmental Conditions are known to the Owner or Engineer." SC-5.02 LICENSED SURETIES AND INSURERS Add the following immediately after paragraph 5.02.A of the General Conditions: B. Without limiting any of the other obligations or liabilities of the Contractor, Contractor shall secure and maintain such insurance from an insurance company (or companies) authorized to write insurance in the state of the project location, with minimum "A.M. Best Rating" of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner, the Engineer, the Engineer's Consultants, and the respective directors, officers, partners, agents, employees and other consultants and subcontractors of each and any of all such additional insureds from claims for bodily injury (including sickness, disease and mental anguish), death, and property damage which may arise from operations and completed operations under this Agreement. Contractor shall not commence work under this Agreement until such insurance has been obtained and certificates of insurance, with binders, or certified copies of the insurance policy shall have been filed with the Owner and the Engineer. SC-5.03 CERTIFICATES OF INSURANCE Add the following paragraphs immediately after paragraph 5.03.0 of the General Conditions: D. Failure of Owner to demand such certificates or other evidence of full compliance with these insurance requirements or failure of Owner to identify a deficiency from evidence provided shall not be construed as a waiver of Contractor's obligations to maintain such insurance. E. By requiring such insurance and insurance limits herein, Owner does not represent that coverage and limits will necessarily be adequate to protect Contractor, and such coverage and limits shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. SC-5.04 CONTRACTOR'S LIABILITY INSURANCE Add the following new paragraph immediately after paragraph 5.04.B of the General Conditions: C. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverages for not less than the following amounts or greater where required by Law or Regulations: Supplementary Conditions - 00810 - Page 5 of 15 H:\0417\035\dots\Specs\Div 0\00810_supplcond.doc 1/6/2006 1. Workers' Compensation and Related Coverages under Paragraphs 5.04.A.1 and 5.04.A.2 of the General Conditions: a. State Statutory b. Applicable Federal (e.g. Longshoremens) Statutory C. Employer's Liability $1,000,000.00 2. General Liability: Contractor's General Liability Insurance under paragraphs 5.04.A.3 through 5.04.A.6 of the General Conditions, which shall also include premises-operations; independent contractor's operations protection; contractual liability; personal injury; broad form property damage (including explosion, collapse, blasting and underground damage, where applicable); and completed operations and product liability coverages. The General Aggregate Limit shall apply separately to each of the Contractor's projects. a. GENERAL AGGREGATE PER PROJECT $5,000,000.00 b. Products - Completed Operations Aggregate $5,000,000.00 C. Personal and Advertising . Injury (Each Occurrence) $5,000,000.00 d. Bodily Injury and Property, Damage (Each Occurrence) $5,000,000.00 e. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary insurance or a combination of primary and excess or umbrella insurance. Primary occurrence limit cannot be less than $1,000,000.00. The deductible, if any, may not exceed $5,000.00 per occurrence. f. In the event the General Aggregate Limit is diminished by an amount greater than $500,000, Contractor shall provide notice to Owner of this fact, and shall again provide such notice on each subsequent occasion on which the General Aggregate Limit is again diminished by an amount greater than $500,000. g. In addition to other requirement in the General Conditions, coverage will include the following at a minimum: Premises — Operations, Operations of Independent Contractor, Contractual Liability, Personal Injury, Product and Completed Operations, Broad Form Property Damage (to include explosion, collapse, blasting, and underground where applicable), and Per Project Supplementary Conditions - 00810 - Page 6 of 15 HA0417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 Aggregate Endorsement. 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Combined Single Limit (bodily injury and property damage) Each Accident $ 5,000,000.00 b. Coverage to be written on a Symbol 1 (one) any auto basis, to include all owned, hired, and non-owned vehicles. C. Contractor's Automobile Liability Insurance under 5.04.A.6 may be satisfied by primary insurance or a combination of primary and excess or umbrella insurance. Primary occurrence limit can not be less than $1,000,000.00. The deductible, if any, may not exceed $5,000.00 per accident. 4. The Contractual Liability Coverage required by Paragraph 5.04.13.4 of the General Conditions shall provide coverage for not less than the following amounts: a. General Aggregate Per Project $ 5,000,000.00 b. Each Occurrence $ 5,000,000.00 (Bodily Injury and Property Damage) 5. OWNERS and CONTRACTORS Protective Policy - Purchased By CONTRACTOR: In addition to the insurance required to be provided by Contractor under paragraph 5.04.A.1 through 5.04.A.6 inclusive, Contractor shall purchase and maintain a separate Owners and Contractors Protective Policy (OCP) to protect Owner against claims which may arise from operations under the Contract Documents, with limits of liability as specified below. This liability insurance shall include as additional insureds the Engineer and the Engineer's Consultants, and include coverage for the respective directors, officers, partners, employees, agents and other consultants and subcontractors of all such additional insureds. a. General Aggregate $2,000,000.00 b. Each Occurrence $1,000,000.00 (Bodily Injury and Property Damage) The insurance policy will contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least forty-five (45) days prior written notice has been given to Owner and to each other additional insured (and the certificates of insurance furnished to Owner and each other additional insured will so provide). Supplementary Conditions - 00810 - Page 7 of 15 HA0417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 6. Additional Insureds: a. With respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6, inclusive, include the following as additional insureds. Use Additional Insured Endorsement CG 20 32, or equivalent acceptable to the Owner and Engineer. OWNER — City of Bozeman ENGINEER - Morrison-Maierle, Inc. ENGINEER'S Consultants —NTL Engineering and Geoscience, Inc. COUNTY — Gallatin County b. With respect to the Owner's and Contractor's Protective- Policy (OPC) insurance required by paragraph SC-5.0.4.C.5, include the following as additional insureds. Use Additional Insured Endorsement CG 20 32, or equivalent acceptable to the Owner or Engineer. ENGINEER - Morrison-Maierle, Inc. ENGINEER'S Consultants — NTL Engineering and Geoscience, Inc. COUNTY — Gallatin County SC-5.06 PROPERTY INSURANCE - PURCHASED BY CONTRACTOR A. With respect to the Contractor's property insurance coverage required by paragraph 5.06.A of the General Conditions, include the following as an insured or additional insured: OWNER: City of Bozeman SUBCONTRACTORS: (Contractor to list Subcontractors) ENGINEER: Morrison-Maierle, Inc. ENGINEER'S Consultants: NTL Engineering and Geoscience, Inc. B. Deductible may not exceed $5,000 unless approved by appropriate Change Order. SC-6.02 LABOR; WORKING HOURS Add the following new paragraphs immediately after paragraph 6.02.13 of the General Conditions: C. Working hours for the Contractor shall be limited to the hours between 7:00 a.m. and 7:00 p.m. and shall not exceed 10 hours per day with authorized overtime. With Owner and Engineer approval the Contractor may work a four day, ten hour per day work week. The Contractor must notify the Owner and Engineer in writing three (3) days in advance of his intention to work during other periods to allow assignment of additional inspection personnel when they are reasonably available. Emergency work may be done without prior permission. Supplementary Conditions - 00810 - Page 8 of 15 HA0417\035\docs\Specs\Div 0\00810supplcond.doc 1/6/2006 D. If a resident project representative is reasonably available, the Engineer may authorize the Contractor to perform work during periods other than normal working hours and/or days. The cost of this inspection will be calculated at the hourly rate specified in the Bid Form for unscheduled employment of the Engineer and will be deducted from the monthly progress payments and final payment as the costs are incurred. SC-6.03 SERVICES, MATERIALS, AND EQUIPMENT Add the following paragraphs immediately after paragraph 6.03.0 of the General Conditions which are to read as follows: D. To ensure standardization and uniformity in all parts of the work under this Contract, like items of equipment shall be the products of one manufacturer. Like items of certain materials shall be the products of one manufacturer. E. Uniformity in like equipment items is required in order to provide the Owner with interchangeability capabilities, simplified spare parts inventory, and standardized maintenance programs and manufacturer's services. F. Uniformity in certain like material items is required in order to provide the Owner with a simplified spare materials inventory, continuity in patterns, color, and texture; and a standardized procedure for maintenance care and manufacturer's services. G. Visible architectural items such as exterior finishes, floor and wall covering, ceiling materials, doors, windows, cabinetwork, paint, and miscellaneous appurtenances, when specified alike shall be standardized. H. Generally, material items exempt from standardization include structural steel, reinforcing steel, building insulation, roofing materials, sheet metal, materials specified only by reference to a recognized standard, and items hidden from view where interchangeability, color, and texture is not a significant factor for standardization. I. The Contractor shall inform his suppliers and subcontractors of these requirements, and shall provide the necessary coordination to accomplish the standardization specified. SC-6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS The following provisions supplement paragraphs 6.06.A and 6.06.13 of the General Conditions and paragraph 12.01 of the Instructions to Bidders: A. The Contractor shall not sublet any part of the work embraced within this contract without the consent of the Owner, and the Owner reserves the right to withdraw at any time from any subcontractor whose work has proven unsatisfactory, the right to be engaged in or employed upon any part of the work. The amount of the work sublet on this project shall not exceed 50% of the total contract. Supplementary Conditions-00810 - Page 9 of 15 H:\0417\035\docs\Specs\Div 0\00810supplcond.doc 1/6/2006 B. In accordance with Instruction to Bidders, paragraph 12.01, within [Insert number] days after bids are opened, the apparent low bidder, and any other Bidder so requested, shall submit a list of all Subcontractors, Suppliers, or other persons or organizations (including those who are to furnish the principal items of materials and equipment) to Owner. An experience statement with pertinent information as to similar projects and other evidence of qualification for each named Subcontractor, Supplier and other persons or organizations shall be furnished. Acceptance and substitution of proposed Subcontractors, Suppliers, or other persons or organization prior to Notice of Award is governed by Instructions to Bidders paragraph 12.01. The Contractor may not change Subcontractors, Suppliers, or other persons and organizations accepted by Owner prior to the Notice of Award without the written permission of the Owner. C. Revocation of Subcontractor, Supplier, or other persons or organizations acceptance after the Effective Date of the Agreement is governed by General Condition 6.06.B. SC-6.17 SHOP DRAWINGS AND SAMPLES Add the following paragraphs immediately after paragraph 6.17.E of the General Conditions: F. Contractor shall furnish required submittals with sufficient information and accuracy in order to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing subsequent submittals of Shop Drawings, samples or other items requiring approval and Contractor shall reimburse Owner for Engineer's charges for such time. G. In the event that Contractor requests a substitution for a previously approved item, Contractor shall reimburse Owner for Engineer's charges for such time unless the need for such substitution is beyond the control of Contractor. SC-7.01 RELATED WORK AT THE SITE Add the following paragraphs immediately after paragraph 7.01 .0 of the General Conditions: D. Work by others at the site and other coordination issues are defined in Section 00910, Special Provisions, in these Contract Documents. SC-11.01.A.5.c. EQUIPMENT RENTAL RATES - USE OF BLUE BOOK Delete paragraph 11.01.A.5.c. of the General Conditions in its entirety and insert the following in its place: 11.01 .A.5.c The cost for the use of all construction equipment and machinery and parts thereof whether owned by the Contractor or rented by others shall be calculated as follows. Cost will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved Supplementary Conditions - 00810 - Page 10 of 15 H:\0417\035\docs\Specs\Div 0\00810supplcond.doc 1/6/2006 only in the changed portion of the work covered under the cost of the Work method. Transportation, loading, and assembly costs will not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates may be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to GC-2.05.A.4 and GC- 2.07.A, and as follows: 1. For working equipment, the hourly rate shall be the monthly rental rate divided by 176 hours per month plus the hourly operating cost. 2. For equipment on standby, the hourly rate shall be 50 percent of the monthly rental rate divided by 176 hours per month, and the hourly operating cost shall not be applied. 3. For specialized equipment rented for a short duration used for change order work or additional work not part of the scope of work bid, the equipment rental rates will be negotiated prior to the work being performed. 4. Use of Blue Book rates, and review and approval of equipment rates associated with equipment lists submitted according to GC-2.05.A.4 and GC-2.07.A shall not extend to the settlement of any claim submitted under GC-10.05 and GC-12.01. In claim settlements, actual costs are recoverable, not blue book rates or rates approved with submittals of schedules of value or equipment lists. SC-11.03.D UNIT PRICE WORK — CLAIM FOR ADJUSTMENT Delete paragraphs 11.03.D.2.1 and 11.03.D.2.2 of the General Conditions in their entirety and insert the following in its place: 1 . If the quantity of a MAJOR BID ITEM of unit price work performed by the contractor differs by more than 25% from the estimated quantity of such item as indicated on the BID FORM then the contractor may make claim for adjustments in the Contract Price. For variations less than 25% of MAJOR BID ITEMS or for any amount of variations of MINOR BID ITEMS, no claim for adjustments in the Contract Unit Price shall be made. SC-13.03 TESTS AND INSPECTIONS Replace paragraph 13.03.13 of the General Conditions with the following: B. All quality control and compliance testing of work accomplished will be performed by the Contractor, or designated representative, where specified at no additional cost to the Owner. Where the specifications state that certain tests will be performed by the Owner, these tests will be done at no cost to the Contractor except all tests for work or materials that fail to meet specified requirements shall be borne by the Supplementary Conditions - 00810 - Page 11 of 15 H:\0417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 Contractor and shall be deducted from his progress payments. Where the specifications require that certain materials are to be tested for suitability or in final position by the Contractor, the Contractor shall provide at his own expense by retaining the services of a certified independent testing laboratory. The Engineer will direct where and when tests are performed. SC-14.02.13 PROGRESS PAYMENTS — WHOLE OR PARTIAL PAYMENT REFUSAL BY ENGINEER Add the following paragraph 14.02.13.6 to the General Conditions: 6. Engineer may also refuse to recommend the whole or any part of any payment if, in Engineer's opinion, there exists: a. Unsatisfactory progress of the Work; b. Failure to remedy defective Work or materials; C. Disputed Work or materials; d. Failure to comply with material provisions of the Contract Documents; e. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; f. Damage to the Owner; or g. The existence of reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price. SC-14.02.0 PROGRESS PAYMENTS — PAYMENT BECOMES DUE Delete paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in its place: 1. The Owner will, upon presentation to him of the Contractor's Application for Payment with Engineer's recommendation, review and act upon said payment request once each month on or about the day of each month stipulated by the Owner at the preconstruction conference. Payment will become due 14 days after the Owner approves the application for payment and will be paid by Owner to Contractor within 30 days after of actual receipt of the Application for Payment by Engineer subject to the provisions of Paragraph 14.02.D.1 . Supplementary Conditions - 00810 - Page 12 of 15 H10417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 SC-14.02.D PROGRESS PAYMENTS - FULL PAYMENT REFUSAL BY OWNER Add the following paragraph 14.02.D.1.e to the General Conditions: e. there exists: i. Unsatisfactory progress of the Work; ii. Failure to remedy defective Work or materials; iii. Disputed Work or materials; iv. Failure to comply with material provisions of the Contract Documents. V. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; vi. Damage to the Owner; or vii. The existence of reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price. Delete Paragraph 14.02.D.2 of the General Conditions in its entirety and replace it with the following: 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor written notice (with a copy to Engineer) within 30 days of actual receipt of the Application for Payment by Engineer, stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner may only withhold an amount from a payment that is sufficient to pay the direct expenses that the Owner may reasonably expect will be necessary to correct any problems created by the items listed in Paragraph 14.02.D.1. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner's satisfaction the reasons for such action. SC-14.07.A FINAL PAYMENT APPLICATION — RELEASES AND WAIVERS Delete Paragraphs 14.07.A.2.d and 14.07.A.3 of the General Conditions in their entirety and replace them with the following Paragraphs 14.07.A.2.d and 14.07.A.2.e: d. all releases and waivers in Contractor's possession for obligations for labor, equipment, materials, subcontracts, taxes, fee, professional services, rent and royalties arising out of or related to the Work. e. an affidavit of Contractor certifying and warranting to Owner that all obligations for labor, equipment, material, subcontracts, taxes, fees, professional services, rent and royalties arising out of or related to the Work will be fully paid and satisfied on receipt of final payment, and agreeing that the Contractor will indemnify, hold harmless and defend Owner against any and all claims, liabilities, demands, liens, damages and Supplementary Conditions - 00810 - Page 13 of 15 H:\0417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 expenses for any obligation or asserted obligation for labor, equipment, material, subcontracts, taxes, fees, professional services, rent and royalties arising out of or related to the Work. SC-14.07.B FINAL PAYMENT - REFUSAL BY ENGINEER Add the following sentence to the end of Paragraph 14.07.13.1 of the General Conditions: Engineer may refuse to recommend final payment if, in Engineer's opinion, there exists: a. Unsatisfactory progress of the Work; b. Failure to remedy defective Work or materials; C. Disputed Work or materials; d. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; e. Damage to the Owner; or f. The existence of reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price. SC-14.07.0 FINAL PAYMENT - PAYMENT BECOMES DUE Delete Paragraph 14.07.C.1 of the General Conditions in its entirety and replace it with the following: 1. Thirty (30) days after the Engineer actually receives the final Application for Payment and accompanying documentation, the amount recommended by Engineer (subject to the provisions of Paragraphs 14.02.D and 14.07.13 of these General Conditions), will become due, and when due will be paid by Owner to Contractor within Fourteen (14) days. SC-16.01 DISPUTE RESOLUTION - MEDIATION Replace Section 16.01 of the General Conditions with the following: 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. Notice of the demand for mediation will be filed in writing with the other party to the Agreement and a copy will be sent to Engineer for information. Once the other party receives the request for mediation they must notify the requestor if they desire to participate in mediation. If both parties agree to participate in mediation the parties shall establish mutually agreeable rules to abide by during the mediation process. Owner or Contractor may exercise such rights or remedies as either may Supplementary Conditions - 00810 - Page 14 of 15 HA0417\035\docs\Specs\Div 0\00810supplcond.doc 1/6/2006 otherwise have under the Contract Documents or Laws or Regulations in respect of any dispute that is not agreed upon during mediation. B. Except as provided in paragraph SC-16.02.C. below, no mediation arising out of or relating to the Contract Documents shall include by consolidation, joinder, or in any other manner any other person or entity (including Engineer, Engineer's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless.- 1 . the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the mediation; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the mediation, and which will arise in such proceedings; and 3. the written consent of the other individual or entity sought to be included and of Owner and Contractor has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to mediation of any dispute not specifically described in such consent or to mediation with any party not specifically identified in such consent. C. Notwithstanding paragraph SC-16.02.13, if a Claim or counterclaim, dispute or other matter in question between Owner and Contractor involves the Work of a Subcontractor, either Owner or Contractor may join such Subcontractor as a party to the mediation between Owner and Contractor hereunder. Contractor shall include in all subcontracts required by paragraph GC-6.06.G specific provision whereby the Subcontractor consents to being joined in a mediation between Owner and Contractor involving the work of such Subcontractor. Nothing in this paragraph SC-16.02.0 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against Owner, Engineer or Engineer's Consultants that does not otherwise exist. SC-17.04 SURVIVAL OF OBLIGATIONS - STATUTES OF LIMITATIONS Add the following new paragraph immediately after 17.04.A of the General Conditions: B. Causes of action between the parties or the Engineer pertaining to acts or failures to act shall be deemed to have accrued and the applicable statutes of limitations shall commence to run in any and all events not later than the date of final payment to the Contractor. The Contractor shall include this provision in all contracts he enters into with subcontractors, consultants and suppliers who provide any work, products or services for this project. END OF SECTION 00810 Supplementary Conditions -00810 - Page 15 of 15 H:\0417\035\docs\Specs\Div 0\00810_supplcond.doc 1/6/2006 MONTANA DEPARTMENT OF LABOR & INDUSTRY CURRENT PREVAILING WAGE RATES MONTANA PREVAILING WAGE RATES 2005 Heavy Construction Rates effective: October 28, 2005 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, contact: Research and Analysis Bureau, Workforce Services Division Montana Department of Labor and Industry P. O. Box 1728, 840 Helena Ave. Helena, MT 59624-1728 Phone 406-444-2430 FAX 406-444-2638 Toll free 800-541-3904 TDD 406-444-0532 We're also on the Internet at: www.ourfactsyourfuture.org For information relating to public works projects and payment of prevailing wage rates visit ERD at: www.mtwagehourbopa.com or contact them at Employment Relations Division Montana Department of Labor and Industry P. O. Box 6518 Helena, MT 59604-6518 Phone 406-444-5600 TDD 406-444-5549 The Research and Analysis Bureau welcomes questions,comments and suggestions from the public. in addition,we'll do our best to provide information in accessible format,on request,in compliance with the Americans with Disabilities Act. 1 Heavy Construction - Montana MONTANA PREVAILING IMAGE REQUIREMENTS Heavy Construction The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2- 402 of the Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of 1.8-2-401, et seq., Montana Code Annotated. It is required that each employer pay, as a minimum,the rate of wages, including fringe benefits and zone pay applicable to those occupations in which the work is being performed, as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the Internet at:www.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at(800) 541-3904 or TD.D (406)444-0532. In addition, this publication provides general information concerning compliance with Montana's Prevailing Wage Law and payment of prevailing wages. For detailed compliance information relating to Public Works projects and payment of prevailing wage rates, please consult the Regulations on the Internet at: www.mtwagehourbopa.com or contact the Labor Standards Bureau at(406)444-5600 or TDD (406)444- 5549. Keith Kelly Commissioner Department of Labor and Industry State of Montana 2 Heavy Construction - Montana TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication.................................................................. 4 B. Definition of Heavy Construction........................................... 4 C. .Defiinition of Public Works Projects........................................4 D. Prevailing Wage Schedule.......................................................4 E. Fringe Benefits........................................................................5 F. Apprentices..............................................................................5 G. Posting Notice of Prevailing Wage.........................................5 H. Employment Preference..........................................................5 1. Rates to use for Projects...........................................................5 3 Heavy Construction - Montana A. Date of Publication: October 28,2005 B. Definition of Heavy Construction The Administrative Rules of Montana(ARM) 24.17.501 (4)—(4)(a), Public Works Contracts For Construction Services Subject to Prevailing Rates, states that"Heavy construction projects include, but are not limited to, those projects that are not properly classified as either `building construction', or 'highway construction.' Heavy construction projects include, but are not limited to, antenna towers, bridges (major bridges designed for commercial navigation), breakwaters, caissons(other than building or highway), canals, channels, channel cut- offs, chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demolition (not incidental to construction), dikes, docks, drainage projects, dredging projects, electrification projects (outdoor), fish hatcheries, flood control projects, industrial incinerators (other than building), irrigation projects,jetties, kilns, land drainage (not incidental to other construction), land leveling (not incidental to other construction), land reclamation, levees, locks and waterways, oil refineries (other than buildings), pipe lines,ponds, pumping stations (prefabricated drop-in units—not buildings), railroad construction, reservoirs, revetments, sewage collection and disposal lines, sewers (sanitary, storm, etc.), shoreline maintenance, ski tows, storage tanks, swimming pools (outdoor), subways (other than buildings),tipples, tunnels, unsheltered piers and wharves, viaducts (other than highway), water mains, waterway construction, water supply lines (not incidental to building), water and sewage treatment plants (other than buildings) and wells." Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision No. MT20030001 Modification No.13 have been adopted by the Montana Department of Labor and Industry for use in Heavy Construction projects and are included in this publication. These rates apply statewide or as shown in MT20030001 Modification No. 13. C. Definition of Public Works Projects The Montana Code Annotated(18-2-401 (1])(a)) defines "public works contract"as "a contract for construction services let by the state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state, county, municipality, or political subdivision is which the total cost of the contract is in excess of$25,000." D.Prevailing Wage Schedule This publication covers only Heavy Construction occupations and rates in the specific localities mentioned herein. These rates will remain in effect until superseded by a more current publication. Current prevailing wage rates schedules for Building Construction, Highway Construction and Non-construction Services occupations can be found on the Internet at www.ourfactsvourfuture.org or by contacting the Research and Analysis Bureau at(800) 541-3904 or TDD (406) 444-0532. E. Fringe Benefits 4 Heavy Construction - Montana Section 18-2-412 of the Montana Code Annotated states that: "(1)... a contractor or subcontractor may: (a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund,plan, or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the United States Department of Labor; or (c)make payments using any combination of methods set forth in subsections (1)(a)and(1)(b)so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions that meet the requirements of the Employee Retirement Income Security Act of 1974. travel, or other bona fide programs approved by the United States Department of Labor,that is applicable to the district for the particular type of work being performed. (2) The fringe benefit fund,plan, or program described in subsection (1)(b) must provide benefits to workers or employees for health care,pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the United States Department of Labor." Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies otherwise. Employers are obligated to pay the wage rates and fringes as listed in the booklet, including the zone hourly rate when applicable. For heavy and highway construction occupations,the vacation benefit amount is not included in the prevailing wage rate, unless stated otherwise. F. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. However,apprentices not registered in approved federal or state apprenticeship programs will be paid the prevailing wage rate when working on a public works contract. G. Posting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated, provides that contractors, subcontractors, and employers who are performing work or providing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages to be paid to the employees on such site or work area. H. Employment Preference Sections 18-2-403 and 18-2-409, Montana Code Annotated require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. 5 Heavy Construction - Montana I. Rates to Use for Projects Rates to be used on a public works project are those that are in effect at the time the project and bid specifications are advertised. MONTANA STATEWIDE PREVAILING DAVIS-BACON Rates Effective: October 28, 2005 HEAVY CONSTRUCTION WAGE RATES General Wage Determinations Issued Under the Davis-Bacon and Related Acts State: Montana Construction Types: Heavy Counties: Montana Statewide. 6 Heavy Construction - Montana HEAVY CONSTRUCTION PROJECTS Zone Definitions Carpenters, *Cement Masons, Laborers,Power Equipment Operators and Truck Drivers The zone hourly rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Court House of the following listed towns to the center of the job: Billings, Bozeman, Butte, Great Falls, Havre, Helena, Kalispell, Lewistown, Miles City, Missoula Zone 1: 0 to 30 miles - Base Pay Zone 2: 30 to 60 miles - Base Pay+$2.95 Zone 3: Over 60 miles-Base Pay+ $4.70 *Cement Masons Zones: The above cities plus Dillon, Glasgow, Glendive, Sidney ---------------------------------------------------------------- Modification Number Publication Date 0 06/13/2003 1 11/07/2003 2 11/28/2003 3 01/23/2004 4 03/05/2004 5 04/09/2004 6 05/07/2004 7 09/10/2004 8 10/08/2004 9 04/01/2005 10 04/08/2005 11 04/22/2005 12 05/27/2005 13 06/24/2005 7 Heavy Construction -Montana * CARP0028-002 06/01/2005 STATEWIDE Rates Fringes Carpenters: (Zone 1) Carpenter&Pilebuck...............$ 19.25 7.80 Millwright.........................I........$ 21.25 7.80 ------------------------------------------------------------------------------------------------------------------------------- CARP0028-004 06/01/2004 Rates Fringes Diver Tender..............................$ 27.30 7.45 Diver.........................................$ 57.50 7.45 ------------------------------------------------------------------------------------------------------------------------------- ELECO044-001 06/01/2002 Beaverhead, Big Horn,Blaine, Broadwater, Carbon, Carter, Cascade, Chouteau, Custer, Daniels, Dawson, Deer Lodge, Fallon, Fergus, Gallatin,Garfield, Glacier, Golden Valley, Granite,Hill, Jefferson, Judith,Basin, Lewis And Clark,Liberty, Madison,McCone,Meagher, Mineral, Missoula, Musselshell,Park, Petroleum, Phillips, Pondera, Powder River, Powell, Prairie, Ravalli, Richland, Roosevelt, Rosebud, Sheridan, Silver Bow, Stillwater, Sweet Grass, Teton,Toole, Treasure, Valley, Wheatland, Wibaux, And Yellowstone Counties Rates Fringes Line Construction (1) Lineman............................$ 25.79 4.25%+6.71 (2) Equipment Operator............$ 20.63 4.25%+6.34 (3) Experienced Groundman......$ 16.76 4.25%+6.07 ------------------------------------------------------------------------------------------------------------------------------- ELECO233-001 06/01/2004 Blaine, Broadwater, Cascade, Chouteau, Fergus, Glacier, Hill, Judith Basin, Lewis & Clark, Liberty, Meagher, Petroleum, Phillips, Pondera,Teton, Valley, and Wheatland Counties Rates Fringes Electrician.................................$ 23.26 3%+8.04 ------------------------------------------------------------------------------------------------------------------------------- 8 Heavy Construction-Montana ELECO233-002 06/01/2004 Beaverhead, Deer Lodge, Granite, Jefferson, Madison,Powell, and Silver Bow Counties Rates Fringes Electrician..................................$ 23.25 3%+8.49 ------------------------------------------------------------------------------------------------------------------------------- ELEC0532-001 08/01/2004 Gallatin,Park, and Sweet Grass Counties Rates Fringes Electrician..................................$ 22.49 4.25%+7.25 -------------------------------------------------------------------------------------------------------------------------------- ELEC0532-003 06/01/2004 Big Horn, Carbon, Carter, Custer, Daniels, Dawson, Fallon, Garfield, Golden Valley, McCone, Musselshell, Powder River, Prairie, Richland,Roosevelt, Rosebud, Sheridan, Stillwater, Treasure,Wibaux and Yellowstone Counties Rates Fringes Electrician.................................$ 24.08 4.25%+8.64 ------------------------------------------------------------------------------------------------------------------------------- ELEC0768-001 03/01/2005 Flathead, Lake, Lincoln,Mineral, Missoula, Ravalli, and Sanders Counties Rates Fringes Electrician..................................$ 25.20 9.16 -------------------------------------------------------------------------------------------------------------------------------- ELEC0768-003 04/01/2005 Flathead, Lake, and Lincoln Counties Rates Fringes 9 Heavy Construction- Montana Line Construction (1) Cable Splicer.....................$ 30.39 10.76 (2) Lineman............................$ 27.97 10.59 (3) Groundman........................$ 17.47 9.92 (4) Line Equipment Operator....$ 21.67 10.22 (5) Pole Sprayer......................$ 22.57 10.28 (6) Tree Trimmer.....................$ 23.42 10.35 (7)Utility Locator...................$ 15.40 9.78 ------------------------------------------------------------------------------------------------------------------------------- ENGI0400-001 05/01/2005 Rates Fringes Power Equipment Operator (Zone 1) Group 1..................................$ 20.62 7.55 Group 2..................................$ 21.09 7.55 Group 3..................................$ 21.49 7.55 Group 4..................................$ 22.15 7.55 Group 5..................................$ 22.65 7.55 Group 6..................................$ 23.75 7.55 Group 7..................................$ 24.25 7.55 Power Equipment Operators Classifications GROUP 1: Air Compressor; Auto Fine Grader, Belt Finishing Machine; Boring Machine, small; Cement Silo; Crane, A-Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-end Loader under 1 cu yd; Heavy Duty Drills; Herman Nelson Heater; Mulching Machine; Oiler, all except Cranes & Shovels; Pumpman. GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to and including 3 cu yd; Bit Grinder; Bituminous Paving Travel Plant; Boring Machine, large; Broom, self-propelled; Concrete Travel Batcher; Concrete Float& Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber- Tired, Push & Side Boom; Elevating Grader/Gradall; Field Equipment Serviceman;Front-end Loader 1 cu yd to including 5 cu yd; Grade Setter; Heavy Duty Drills, all types; Hoist/Tugger, all; Hydralift& similar; Industrial Locomotive; Motor Patrol, except Finish; Mountain Skidder; Oiler- Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, self-propelled; Pugmill; Pumperete/Grout Machine; Punch Truck; Roller, other than Asphalt; Roller, Sheepsfoot, self-propelled; Roller, 25 tons and over; Ross Carrier; Rotomill under 6 ft; Trenching Machine; Washing/Screening Plant. GROUP 3: Asphalt Paving Machine; Asphalt Screed; Backhoe/Excavator/Shovel over 3 cu yd; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine/Slip Form Paver; Finish Dozer; Front-end Loader over 5 cu yd; Mechanic/Welder; Pioneer Dozer; Roller, Asphalt(Breakdown & Finish); Rotomill, over 6 ft; Scraper, single, twin, or pulling Belly Dump; Yo-Yo Cat. 10 Heavy Construction -Montana GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. GROUP 5: Cranes, 45 tons to including 74 tons; Crane, Tower, all. GROUP 6: Cranes, 75 tons to including 149 tons; Crane, Whirley, all. GROUP 7: Cranes, 150 tons to including 250 tons (add $1.00 for every 100 tons over 250 tons); Crane, Stiff- Leg or Derrick; Helicopter Hoist. --------------------------------------------------------------------------------------------------------------------------------- IRON0841-002 07/01/2003 Remaining Counties Rates Fringes Ironworker.................................$ 19.20 12.51 -------------------------------------------------------------------------------------------------------------------------------- LAB00098-001 0 5/01/2004 Rates Fringes Laborers: (Zone 1) Group 1.......................... $ 14.52 5.50 Group 2..................................$ 17.34 5.50 Group 3........... $ 17.48 5.50 Group 4..................................$ 18.20 5.50 LABORERS CLASSIFICATIONS GROUP 1: Flagperson GROUP 2: All General Labor work;Burning Bar; Bucket man; Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler(dry); Chuck Tender; Choker Setter; Concrete worker; Curb Machine-Lay Down; Crusher and Batch worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for concrete and other materials; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper-, Spike Driver; Signalman;Tail Hoseman; Tool Checker and Houseman; Traffic Control worker. GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment Handler;Geotextile and Liners; High- Pressure Nozzleman; Jackhammer(Pavement Breaker); Laser Equipment;Non-Riding Rollers;Pipelayer; Posthole Digger(Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power; Tampers; Creosote Handler 11 Heavy Construction -Montana GROUP 4: Asphalt Raker; Asbestos Laborer; Cutting Torch; Grade Setter; Hazmat Worker; High- Scaler; Power Saws (Faller& Concrete); Powderman ($1.00 per hour above Group 4 rate); Rock& Core Drill; Tank/Vessel Cleaner; Track or Truck mounted Wagon Drill; Welder including Air Are --------------------------------------------------------------------------------------------------------------------------------- PAIN0260-001 07/01/2002 Blaine, Broadwater, Cascade, Chouteau, Daniels, Fergus, Garfield, Glacier, Granite (South of a line running East &West through the Southern city limits of Phillipsburg), Hill, Jefferson, Judith Basin, Lewis and Clark, Liberty, McCone, Meagher, Petroleum, Phillips, Pondera, Powell (South of a line running East & West through the Southern City limits of Helmsville), Richland, Roosevelt, Sheridan, Teton, Toole, Valley, and Wheatland Counties Rates Fringes Painter.......................................$ 13.85 1%+3.45 -------------------------------------------------------------------------------------------------------------------------------- PAIN0260-002 07/01/2002 Flathead, Granite (North of a line running East&West through the Southern city limits of Phillipsburg), Lake, Lincoln, Mineral, Missoula, Powell (North of a line running East&West through the Southern city limits of Helmsville), Ravalli, and Sanders Counties Rates Fringes Painter.......................................$ 16.85 1%+3.45 --------------------------------------------------------------------------------------------------------------------------------- PAIN 1922-001 06/01/2001 Beaverhead, Big Horn, Carbon, Carter, Custer, Dawson, Deer Lodge, Fallon, Gallatin, Golden Valley, Jefferson, Madison, Musselshell, Park, Powder River, Prairie, Rosebud, Silver Bow, Stillwater, Sweet Grass, Treasure, Wibaux, and Yellowstone Counties Rates Fringes Painter(Industrial, includes industrial plants, tanks, pipes, bridges).............................$ 17.80 7.63 -------------------------------------------------------------------------------------------------------------------------------- * PLAS0119-001 05/01/2005 Statewide (except Deer Lodge, Jefferson, Powell, and Silver Bow Counties) Rates Fringes 12 Heavy Construction - Montana Cement Masons: (Zone 1) Area 1.....................................$ 17.71 6.20 Area 2......................................$ 18.82 6.20 AREA 1: Statewide(except Deer Lodge, Jefferson,Powell, and Silver Bow Counties) AREA 2: Deer Lodge,Jefferson, Powell, And Silver Bow Counties ------------------------------------------------------------------------------------------------------------------------------- PLUM0030-003 09/01/2004 Bighorn,Blaine, Carbon, Carter, Cascade, Chouteau,Custer, Daniels, Dawson, Fallon,Fergus, Garfield, Glacier,Golden Valley,Hill, Judith Basin, Liberty, McCone, Meagher,Musselshell, Petroleum,Phillips, Pondera,Powder River, Prairie. Richland, Roosevelt,Rosebud, Sheridan, Stillwater,Teton,Toole,Treasure, Valley, Wheatland, Wibaux and Yellowstone Counties Rates Fringes Plumber.....................................$ 24.50 10.65 Industrial -Power Generating Plants.....................$ 26.85 10.65 ------------------------------------------------------------------------------------------------------------------------------ PLUM0041-001 07/01/2004 Beaverhead, Broadwater, Deer Lodge, Gallatin, Granite, Jefferson, Lewis And Clark, Madison, Park, Powell, Silver Bow, and Sweet Grass Counties Rates Fringes Plumber.....................................$ 24.35 9.00 ------------------------------------------------------------------------------------------------------------------------------ PLUM045 9-001 05/01/2004 Flathead,Glacier, Lake,Lincoln, Mineral, Missoula,Ravalli, and Sanders Rates Fringes Plumber.....................................$ 23.41 9.30 ----------------------------------------------------------------------------------------------------------------------------- TEAM0002-001 06/01/2003 Rates Fringes 13 Heavy Construction -Montana Truck drivers: (Zone 1) Group 1..................................$ 13.31 5.31 Group 2..................................$ 17.34 5.31 TRUCK DRIVERS CLASSIFICATIONS: GROUP 1: Pilot Car GROUP 2: All Combination Trucks and Concrete Mixers; Distributor Driver; All Dry Batch Trucks; Dumpman, Gravel Spreader Box Operator; All Dump Trucks and similar equipment including DW 20, DW 21, or Euclid Tractor; Dumpsters; Flat Trucks; Servicemen; Lowboys, Four-Wheel Trailers; Float Semi-Trailer, Lumber Carriers, Lift Trucks & Fork Lifts; Pick-up Driver hauling material; Powder Truck(Bulk Unloader type); Power Boom; Service Truck Drivers, Fuel Truck Drivers, Tiremen; All Water Tank Drivers; Petroleum Products Drivers; Trucks with Power Equipment such as Winch, A-Frame Truck, Crane, Hydralift, Gout-Crete Truck, and Combination Mulching, Seeding & Fertilizing Truck; Truck Mechanic ---------------------------------------------------------------------------------------------------------------------------------- WELDERS -Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). --------------------------------------------------------------------------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. -------------------------------------------------------------------------------------------------------------------------------- 14 Heavy Construction - Montana 1INVINIONTANA PREVAILING WAGE RATES Highway Construction Rates effective: October 28, 2005 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, contact: Research and Analysis Bureau, Workforce Services Division Montana Department of Labor and Industry P. O. Box 1728, 840 Helena Ave. Helena, MT 59624-1728 Phone 406-444-2430 FAX 406-444-2638 Toll free 800-541-3904 TDD 406-444-0532 We're also on the Internet at: www.ourfactsyourfuture.org For information relating to public works projects and payment of prevailing wage rates visit ERD at: www.mtwagehourbopa.com or contact them at Employment Relations Division Montana Department of Labor and Industry P. O. Box 6518 Helena, MT 59604-6518 Phone 406-444-5600 TDD 406-444-5549 1 Highway Construction - Montana The Research and Analysis Bureau welcomes questions,comments and suggestions from the public. In addition,we'll do our best to provide information in accessible format,on request,in compliance with the Americans with Disabilities Act. TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication..................................................................4 B. Definition of Highway Construction.......................................4 C. Definition of Public Works Projects........................................4 D. Prevailing Wage Schedule.......................................................4 E. Fringe Benefits........................................................................5 F. Apprentices..............................................................................6 G. Posting Notice of Prevailing Wage.........................................6 H. Employment Preference..........................................................6 I. Rates to use for Projects...........................................................6 2 Highway Construction Montana MONTANA PREVAILING WAGE REQUIREMENTS Highway Construction The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2-402 of the Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of 18-2- 401, et seq., Montana Code Annotated. It is required that each employer pay, as a minimum,the rate of wages, including fringe benefits and zone pay applicable to those occupations in which the work is being performed, as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the Internet at: ww"v.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at (800) 541-3904 or TDD (406) 444-0532. In addition,this publication provides general information concerning compliance with Montana's Prevailing Wage Law and payment of prevailing wages. For detailed compliance information relating to Public Works projects and payment of prevailing wage rates,please consult the Regulations on the Internet at: www.mtwagehourbopa.com or contact the Labor Standards Bureau at (406)444-5600 or TDD (406)444-5549. KEITH KELLY Commissioner Department of Labor and Industry State of Montana. 3 Highway Construction -Montana A. Date of Publication: October 28,2005 B. Definition of Highway Construction The Administrative Rules of Montana (ARM)24.17.501 (3)—3(a), Public Works Contracts For Construction Services Subject to Prevailing Rates, states that"Highway construction projects include, but are not limited to,the construction, alteration, or repair of roads, streets, highways, runways,taxiways, alleys, trails, paths, and parking areas, bridges constructed or repaired in conjunction with highway work, and other similar projects not incidental to building construction or heavy construction. Highways construction projects include, but are not limited to, alleys, base courses, bituminous treatments, bridle paths, concrete pavement, curbs, excavation and embankment(for road construction), fencing(highway), grade crossing elimination (overpasses or underpasses), guard rails on highways, highway signs, highway bridges (overpasses, underpasses, grade separation),medians,parking lots, parkways,resurfacing streets and highways, roadbeds, roadways, runways, shoulders, stabilizing courses, storm sewers incidental to road construction, street paving, surface courses,taxiways, and trails." Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision No. MT20030002 11/07/2003 have been adopted by the Montana Department of Labor and Industry for use in Highway Construction projects and are included in this publication. These rates apply statewide or as shown in MT20030002 11/07/2003. C. Definition of Public Works Projects The Montana Code Annotated (18-2-401 (11)(a)) defines"public works contract"as"a contract for construction services let by the state, county,municipality, school district, or political subdivision or for nonconstruction services let by the state, county,municipality, or political subdivision is which the total cost of the contract is in excess of$25,000." D. Prevailing Wage Schedule This publication covers only Highway Construction occupations and rates in the specific localities mentioned herein. These rates will remain in effect until superseded by a more current publication. Current prevailing wage rates schedules for Building Construction, Heavy Construction and Non-construction Services occupations can be found on the Internet at www.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at(800) 541-3904 or TDD (406) 444-0532. E. Fringe.Benefits 4 Highway Construction-Montana Section 18-2-412 of the Montana Code Annotated states that: "(1)... a contractor or subcontractor may: (a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund, plan, or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the United States Department of Labor; or (c) make payments using any combination of methods set forth in subsections (1)(a) and (1)(b) so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions that meet the requirements of the Employee Retirement Income Security Act of 1974,travel, or other bona fide programs approved by the United States Department of Labor,that is applicable to the district for the particular type of work being performed. (2) The fringe benefit fund,plan,or program described in subsection(1)(b) must provide benefits to workers or employees for health care, pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the United States Department of Labor." Employers are obligated to pay the wage rates and fringes as listed in the booklet, including the zone hourly rate when applicable. For heavy and highway construction occupations,the vacation benefit amount is not included in the prevailing wage rate, unless stated otherwise. Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies otherwise. F. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. However, apprentices not registered in approved federal or state apprenticeship programs will be paid the prevailing wage rate when working on a public works contract. G. Posting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated, provides that contractors, subcontractors, and employers who are performing work or providing services under public works 5 Highway Construction- Montana contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement off all wages to be paid to the employees on such site or work area. H. Employment Preference Sections 18-2-403 and 18-2-409, Montana Code Annotated require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. 1. Rates to Use for Projects Rates to be used on a public works project are those that are in effect at the time the project and bid specifications are advertised. 6 Highway Construction - Montana MONTANA STATEWIDE PREVAILING DAVIS-BACON Rates Effective: October 28, 2005 HIGHWAY CONSTRUCTION WAGE RATES General Wage Determinations Issued Under the Davis-Bacon and Related Acts State: Montana Construction Types: Highway Counties: Montana Statewide. HIGHWAY CONSTRUCTION PROJECTS 7 Highway Construction - Montana ZONE PAY Carpenters, Cements Masons, Iron Workers,Laborers, Power Equipment Operators, Truck Drivers The hourly wage rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the County Court House of the following towns to the center of the job: Billings, Bozeman, Butte, Great Falls, Havre, Helena, Kalispell,Lewistown, Miles City, and Missoula Zone 1: 0 to 30 miles Zone 2: 30 to 60 miles - Base Pay+$2.95 Zone 3: Over 60 miles - Base Pay+ $4.75 OCCUPATIONS AND PAGE NUMBER: Carpenter- 8 Cement Mason - 8 Electrician - 8 Ironworker- 9 Laborer- 9 Line Construction - 10 Painter - 10 Power Equipment Operator- 10 Truck Driver- 11 Welder - 12 8 Highway Construction - Montana Rates Fringes Carpenters: Carpenter................................$ 19.55 $ 5.85 Piledriver...............................$ 19.55 $ 5.85 Cement Mason...............................$ 17.37 $ 5.50 Electricians: Area 1......................................$ 18.74 2.93+3.8% Area 2......................................$ 20.13 4.76+3.8% Area 3......................................$ 19.98 3.44+3.8% Area 4......................................$ 19.84 3.51+3.8% Area 5......................................$ 20.54 3.54+3.8% Area 6......................................$ 18.02 3.44+3.8% Electricians Area Descriptions AREA 1: Beaverhead,Deer Lodge,Granite, Jefferson, Madison Silver Bow, and Powell Counties AREA 2: Big Horn, Carbon, Carter, Custer, Dawson, Fallon, Garfield, Golden Valley, Musselshell, Powder River, Prairie, Rosebud, Stillwater,Treasure,Wibaux, and Yellowstone counties AREA 3: Blaine, Cascade, Chouteau, Daniels, Fergus, Glacier Hill, Judith Basin, Liberty,McCone,Petroleum, Pondera, Phillips, Richland, Roosevelt, Sheridan, Teton, Toole, Valley, and Wheatland Counties AREA 4: Broadwater, Lewis and Clark, and Meagher Counties AREA 5: Flathead, Lake, Lincoln, Mineral,Missoula,Ravalli and Sanders Counties AREA 6: Gallatin, Park, and Sweet Grass Counties 9 Highway Construction - Montana Rates Fringes Ironworker Flathead, Glacier,Lake, Lincoln, Mineral,Missoula and Sanders Counties...................................$ 20.43 $ 10.00 Remaining Counties....... 18.97 $ 10.87 Rates Fringes Laborers: Group 1..................................$ 13.68 $ 5.50 Group 2 $ 16.18 $ 5.50 Group 3..................................$ 16.35 $ 5.50 Group 4..................................$ 17.18 $ 5.50 Laborers Classifications GROUP 1: Flag person GROUP 2: All General Labor work; Burning Bar;Bucket man-, Carpenter Tender; Caisson Worker; Cement Mason Tender; Cement Handler(dry); Chuck Tender; Choker Setter; Concrete worker; Curb Machine-Lay Down; Crusher and Batch Plant Worker; Fence Erector; Form Setter;Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for Concrete and other materials; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver; Signalman; Tail Hoseman; Tool Checker and Houseman; Traffic Control worker GROUP 3: Concrete Vibrator; Dumpman(Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzlemen; Jackhammer(Pavement Breaker); Laser equipment;Non-riding Rollers; Pipelayer; Posthole Digger(power);Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-power;Tampers GROUP 4: Ashpalt Raker;Cutting Torch; Grade Setter; High- Scaler; Power Saws (Faller& Concrete); Powdennan($1.00 per hour above Group 4 rate); Rock& Core Drill; Track or Truck mounted Wagon Drill;Welder including Air Arc 10 Highway Construction-Montana Rates Fringes Line Construction Equipment Operator...............$ 19.16 $ 5.05 Groundman.............................$ 15.40 $ 5.05 Rates Fringes Painters:.......................................$ 19.55 $ 5.50 Pavement marking and related work. Includes operating marking and all other equipment and all work involved in traffic marking including removal, surface preparation and application of pavement markings including epoxies,paints tape, buttons,thermo-plastics and any other products applied for traffic marking purposes and for directing and regulating traffic Rates Fringes Power Equipment Operator Group l...................................$ 17.51 $ 5.50 Group 2...................................$ 18.38 $ 5.50 Group 3...................................$ 19.12 $ 5.50 Group 4...................................$ 19.71 $ 5.50 Group 5...................................$20.85 $ 5.50 Group 6...................................$21.44 $ 5.50 Group 7...................................$ 23.22 $ 5.50 Power Equipment Operators Classifications GROUP 1: A-Frame Truck Crane;Air Compressor;Auto Fine Grader; Belt Finishing Machine; Boring Machine(small); Cement Silo, Crane; Crusher Conveyor, DW-10, 15,and 20 Tractor Roller;Farm Tractor; Forklift;Form-Grader; Front-end Loader under 1 cu yd;0iler,Heavy Duty Drills; Pumpman; Oiler(All, except Cranes and Shovels) GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to &incl 3 c yd Bit Grinder;Bitunimous Paving Travel Plant; Boring Machine, large: Broom, Self-Propelled; Concrete Bucket Dispatcher; Concrete Conveyor; Concrete Finish Machine; Concrete Float and Spreader; Concrete Travel Batcher; Distributor; Dozer,Rubber tired, Push, and Side Boom; Drills, Heavy Duty(all types); Elevating Grader/Gradall; 11 Highway Construction -Montana Field Equipment Serviceman; Front-end Loader 1 cu yd to and incl. 5 cu yd; Grade Setter; Hoist/Tugger(All Hydralift & Similar); Industrial Locomotive; Motor Patrol (Except Finish); Mountain Skidder; Oiler, Cranes & Shovels; Pavement Breaker, EMSCO; Power Saw, Self-Propelled; Pugmill; Pumperete/Grout Machine; Punch Truck; Rollers (All except Asphalt Finish and Breakdown); Ross Carrier; Rotomill under ft; Trenching Machine; Washing/Screening Plant GROUP 3: Asphalt Finish Roller; Asphalt Breakdown Roller; Asphalt Paving Machine; Backhoe/Excavator/Shovel larger than 3 cu yd; Asphalt Screed; Concrete Batch Plant; Cableway Highline; Concrete Curing Machine; Cranes, 24 tons & under; Cranes, Creter; Cranes, Electric Overhead; Concrete Pump; Curb Machine/Slip Form Paver; Finish Dozer; Mechanic/Welder; Pioneer Dozer; Rotomill 6 ft and over; Scraper, Single Engine; Scraper Twin or pulling Belly Dump; Yo Yo Cat Front-end Loader over 5 cu yd; GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper Special Operators: GROUP 5: Cranes, 45 tons to and including 74 tons GROUP 6: Cranes, 75 tons to and including 149 tons GROUP 7: Cranes, 150 tons to and including 250 tons; Cranes over 250 tons: add $1.00 for every 100 tons over 250 tons; Crane, Stiff-Leg or Derrick; Crane, Tower all); Crane, Whirley (all); Helicopter Hoist Rates Fringes Truck drivers: Group 1..................................$ 14.96 $ 5.50 Group 2..................................$ 19.55 $ 5.50 GROUP l: Pilot Car GROUP 2: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers, Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck/Tireperson; Truck 12 Highway Construction - Montana Mechanic; Trucks with Power Equipment; Warehouseman, Partsman, Cardex and Warehouse Expeditor;Water Trucks WELDERS -Receive rate prescribed for craft performing the operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ----------------------------------------------------------------------------------------------------------- 13 Highway Construction-Montana MISCELLANEOUS FORMS The following miscellaneous forms are provided for the CONTRACTOR's information. They will be used by the ENGINEER and OWNER in the administration of the construction contract. MISCELLANEOUS FORMS INFORMATION REQUIRED OF BIDDERS NOTICE OF AWARD NOTICE TO PROCEED CHANGE ORDER WORK CHANGE DIRECTIVE FIELD ORDER ORDER TO CONTRACTOR TO SUSPEND WORK ORDER TO CONTRACTOR TO RESUME WORK APPLICATION FOR PAYMENT CERTIFICATE OF SUBSTANTIAL COMPLETION CONTRACTORS CERTIFICATE AND RELEASE Miscellaneous Forms- Page 1 of 1 H:\0417\035\docs\Specs\Div 0\MISC FORMS\Misc Forms ListAf 1/6/06 Notice of Award Dated February 27, 2006 Project:: �Owner: Owner's Contract No.: Durston Road Improvements City of Bozeman, MT N/A Contract: Engineer's Project No.: Schedules 1, 2, 3, 4 & 5 - Durston Road Improvements 0417.035.040 Bidder: Johnson-Wilson Constructors, Inc. Bidder's Address:(send Certified Mail,Return Receipt Requested) 420 Wilkinson Street, Helena, MT, 59601 You are notified that your Bid dated February 7, 2006 for the above Contract has been considered. You are the successful Bidder and are awarded a Contract for Schedules 1, 2, 3, 4 & 5. The Contract Price of your Contract is Four Million Three Hundred Ten Thousand Sixty-Eight Dollars and 69/100s Dollars ( $ 4,310,068.69 ). Five (5) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Up to five additional sets are available upon request. Ten 10 sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen days of the date you receive this Notice of Award. 1. Deliver to the Owner Five (5) fully executed counterparts of the Contract Documents. 2. Deliver with the executed Contract Documents the Contract security Bonds as specified in the Instructions to Bidders (Article 20), General Conditions (Paragraph 2.01 and 5.01) and Supplementary Conditions (Paragraph SC-2.01). 3. Other conditions precedent: Required Insurance Certificates and evidence of Worker Compensation Insurance as required in the General Conditions and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award and declare your Bid security forfeited. Within fifteen days after you comply with the above conditions, Owner will return to you two fully executed counterparts of the Contract Documents. City of Bozeman Owner CQBy- v ! C(do- -"ex hris Kukulski, City Manager Attest: 'Z Copy to Engineer H:\0417\035-04\Documents\CONTRACTS\notice award c-510.doc Notice of Award—Page 1 of 1 INFORMATION REQUIRED OF BIDDERS The Bidder shall furnish the following information as specified in the Instructions To Bidders. Failure to do so may render the Bid unresponsive and may result in rejection of the Bid. Additional sheets as required may be attached. 1. Contractor name and address: Johnson- W)150n Lon5 4 rUG4Dr , 1hC. 42o W 1kin5ort 54'ee_f Ile LE44, MT 5 9601 2. Contractor=s telephone number: L4�)44.3-ag 4-7 3. Names and titles of major officers of Contractor firm: 64 ru P n1l l5on, Pres id en f a ohm5on - arc s ' en f F{obert L ViCe - Prf i4erl 4. Name of Contractor=s representative who inspected the site: _Vern Karry,+h , dean Johnsen . Wilson, cyan Thiessen Date of Inspection: �1nuar� 200(� 5. Name, address and telephone number of surety company and agent who will provide required bonds on this contact: fiir5� Yll5l sf. P�u1 r�yeler�s 5fad iUM Dri ye Rich Dort iha Bozeman, MT 5,q715 (406) 597-- 6. Name of the proposed resident project superintendent: _Vern Va,rnAth 7. The Bidder shall list below the name, business address, and contractor=s license number, if any, of each subcontractor who will be working on this project along with the nature and value of work assigned to each subcontractor. No changes or substitutions will be allowed without written approval of the Owner. Name: Value: �l Name: �� Value- ('P/ Name: Value: Information Required of Bidders - 1 of 2 HA0417\035\does\Specs\Div O\MISC FORMS\Info Req of Bid.doc 1/6/06 LIST OF SUBCONTRACTORS �,T--58745 G w Bozeman Arborcare Tree Service MT Registration M 54578 R.O. Box 11570 Bozeman, MT 59719 Tree Removal Contract Value: 6,325.00 Gallatin Asphalt MT Registration M 10(o D 6465 River Road Bozeman, MT 59718 Asphalt Contract Value: 294,315.00 Gallatin Asphalt MT Registration #: / b 6 0 4 6465 River Road Bozeman, MT 59718 Curb/Gutter/Sidewalk/Ramps/Iniets Contract Value: 305,070.00 Gallatin Asphalt MT Registration M 0 L{ 6465 River Road Bozeman, MT 59718 Crushed Base Course Contract Value: 192,000.00 vJ Billings, MT 594- Gw �� M��eai� stratia (� w 8-- �w Cashman Nursery & Landscaping MT Registration #: P.O. Box 10242 Bozeman, MT 59719 Landscaping Contract Value: 63,745.00 Montana Lines, Inc. MT Registration #: 6518-A 2800 Upper River Road Great Falls, MT 59405 Striping Contract Value: /03,324, gis ra ion : - 6,,j Gre (9 w EjE�tr-icat= Genits-a a ue: � c.v Central Electric, Inc. MT Registration #: P.O. Box 872 Bozeman, MT 59771 Electrical Contract Value: - . MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: MT Registration M Contract Value: Notice to Proceed Dated Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Contractor: Contractor's Address: [send Certified Mail, Return Receipt Requested] You are notified that the Contract Times under the above contract will commence to run on On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement,the date of Substantial Completion is_ and the date of readiness for final payment is [(or) the number of days to achieve Substantial Completion is and the number of days to achieve readiness for final payment is ]. Before you may start any Work at the Site, Paragraph 2.01.13 of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also, before you may start any Work at the Site, you must[add other requirements]: (Contractor) Owner Received by: Given by: Authorized Signature (Title) Title (Date) Date Copy to Engineer Notice to Proceed—Page 1 of 1 HA0417\035\docs\Specs\Div 0\MISC F0R1V1S\notice_procd_c-550.doc 1/6/06 CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER'S Contract No. ENGINEER ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original.Contract Price Original Contract Times: Substantial Completion: $ Ready for final payment: _ (days or dates Net Increase(Decrease)from previous Change Net change from previous Change Orders No._to Orders No. to No._ Substantial Completion: $ Ready for final payment: (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: $ Ready for final payment: (days or dates Net increase(decrease)of this Change Order: Net increase(decrease)this Change Order: Substantial Completion: $ Ready for final payment: (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: $ Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items,except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR(Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER- Signature) Date OWNER(Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Page 1 of 2 H:\0417\035\dots\Specs\Div OIMISC FORMS\COB Change Order Form.doc CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to unnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form,including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor,or requests from Owner, or both. Once Engineer has completed and signed the form,all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. Page 2 of 2 H:\0417\035\docs\Specs\Div 0\MISC FORMS\COB Change Order Form.doc Field Order No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.05A.,for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required,please notify the Engineer immediately and before proceeding with this Work. Reference: (Specification Section(s)) (Drawing(s)/Detail(s)) Description: Attachments: Engineer: Receipt Acknowledged by(Contractor): Date: Copy to Owner Field Order— Page 1 of 1 H:\0417\035\dots\Specs\Div 0\MISC FORMS\field—order_c-942.doc 1/6/06 Work Change Directive No. Date of Issuance: Effective Date: Project: Owner Owner's Contract No.: i Contract: Date of Contract: Contractor: Engineer's Project No.: You are directed to proceed promptly with the following change(s): Item No. Description Attachments(list documents supporting change),,, Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: Nonagreement on pricing of proposed change. Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Estimated change in Contract Price and Contract Times: Contract Price$ (increase/decrease) Contract Time (increase/decrease) days If the change involves an increase,the estimated amounts are not to be exceeded without further authorization. Recommended for Approval by Engineer: Date Authorized for Owner by: Date Accepted for Contractor by: Date Approved by Funding Agency(if applicable): Date: Work Change Directive— Page 1 of 1 H:\0417\035\does\Specs\Div D\MISC FORMS\wrk_direct_c-940.doc 1/6/06 ORDER TO CONTRACTOR TO SUSPEND WORK Federal/State Project Number Suspend Work Order No. DATE: Morrison-Ma ierle, Inc. Project Number TO: PROJECT AND LOCATION OWNER: By reason of which renders it impracticable for you to secure specified results on the work required by your contract,you are hereby directed to suspend work(minor operations excepted),atthe close of work on You will resume major operations onlywhen authorized to do so in writing bya Resume Work Order. Under the terms of your contract for the above subject project, Contract Time will (will not)continue to be charged during the period work is suspended. (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). calendar days are allowed to complete this project and calendar days have been allowed for approved extra and/or additional work. At the close of work on the. date specified above, of the calendardays have been used and there remain calendar days in which to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your files. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: cc: Morrison-Ma ierle, Inc. Order to Contractor to Suspend Work—Page 1 of 1 HA0417\035\does\Specs\Div 0\MISC FORMS\suspend_wrk.doc 1/6/06 ORDER TO CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No. DATE: Morrison-Maierle, Inc. Project Number TO: PROJECT AND LOCATION OWNER: The Suspend Work Order, dated directed you to suspend work on your contract, for the reasons and conditions described therein. Conditions are now favorable to the continuation of the work, you are hereby directed to resume major operations on this project effective Under the terms of your contract for this project, Contract Time was (was not) charged during the period work was suspended. At the close of work on the date specified in the last Suspend Work Order, of the calendar days Contract Time had been used, calendar days were charged during the period work was suspended, therefore, on the date.this resume work order is effective, calendar days of Contract Time remain. The (revised) contract completion date is 20 Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your file. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: cc: Morrison-Maierle, Inc. Order to Contractor to Resume Work—Page 1 of 1 HA0417\035\docs\Specs\Div 0\MISC FORMS\resume_wrk.doc 1/6/06 APPLICATION FOR PAYMENT (Periodic Cost Estimate) Page 1 of 2 pages 1. Owner's Name and Address 5.(Insert Fed Proj#) 2. Official Name and Location of Project: 6.Application No. 3. Contractor's Name and Address: 7. Period Ending: 8. Date Prepared: 9. Percent Complete: 10.M-M No. 4. Description of Work 11.Ong.Contract Amount 12.Contract Time: 13. Dates 14.No.Days Contractor is A. Work to Start: B. Work Started C. Completion Due: D. Est.or Act.Comp: Ahead: In Arrears: 15. Breakdown of Application for Payment ITEM Original Proposal Revised Work Performed to Date NO. DESCRIPTION OF WORK QNTY UNIT UNIT AMOUNT QNTY AMOUNT QNTY AMOUNT % PRICE 16. CONTRACTOR'S Certification:The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection-with Work covered by prior Applications for Payment number 1 through inclusive; (2)title to all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clearof all liens,claims,security interest and encumbrances(except such as are covered by Bond acceptable to OWNER indemnifying OWNER against any such lien,claim,security interests or encumbrance)(3)all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents;and(4)there are no claims for extra work,delays,omitted items or of any nature against the OWNER or ENGINEER not set forth herein unless expressly stated otherwise in this Application for Payment. DATE: CONTRACTOR: TITLE: SIGNATURE: 17.Payment of Amount Due CONTRACTOR(Page )is recommended. DATE: ENGINEER:Morrison-Maierle, Inc. TITLE: SIGNATURE: Application for Payment C-620— Page 1 of 2 H:\0417\035\docs\Specs\Div 0\MISC FORM S\appl_for_pay1_c-620.doc 1/6/06 APPLICATION FOR PAYMENT(Periodic Cost Estimate) Page 2 of 2 pages (Continuation Sheet) 1. Sponsor's Name Official Name of Project 5.[Insert Fed.Proj.#] 15. Breakdown of Application for Payment 6.Application No. COMPLETED TO DATE,ORIGINAL CONTRACT ITEMS COMPLETED TO DATE,CHANGE ORDERS PLUS MATERIALS ON SITE TOTAL COMPLETED TO DATE LESS DEDUCTIONS (1)Retained(5%) (2)Liquidated Damages (3)Retesting TOTAL AMOUNT DEDUCTED TOTAL AMOUNT EARNED TO DATE LESS PREVIOUS PAYMENTS NET AMOUNT DUE THIS ESTIMATE 1%STATE TAX(withheld this estimate) NET AMOUNT DUE CONTRACTOR ACCOMPANYING DOCUMENTATION: Application for Payment C-620—Page 2 of 2 H:\0417\035\docs\Specs\Div 0\MISC FORMS\appl_for_pay1_c-620.doc 1/6/06 APPLICATION FOR PAYMENT INSTRUCTIONS A. GENERAL INFORMATION The sample form of Schedule of Values in intended as a guide only. Many projects require a more extensive form with space for numerous items, descriptions of Change Orders, identification of variable quantity adjustments, summary of materials and equipment stored at the site and other information. It is expected that a separate form will be developed by Engineer and Contractor at the time Contractor's Schedule of Values is finalized. Note also that the format for retainage must be changed if the Contract permits (or the law provides), and Contractor elects to deposit securities in lieu of retainage. Refer to Article 14 of the General Conditions for provisions concerning payment to Contractor. B. COMPLETING THE FORM The Schedule of Values, submitted and approved as provided in paragraphs 2.05.A.3 and 2.07.A.3 of the General Conditions should be reproduced as appropriate in the space indicated on the Application for Payment form. Note that the cost of materials and equipment is often listed separately from the cost of installation. Also, note that each Unit Price is deemed to include Contractor's overhead and profit. All Change Orders affecting the Contract Price should be identified and included in the Schedule of Values as required for progress payments. The form is suitable for use in the Final Application for Payment as well as for Progress Payments; however, the required accompanying documentation is usually more extensive for final payment. All accompanying documentation should be identified in the space provided on the form. C. LEGAL REVIEW All accompanying documentation of a legal nature, such as Lien waivers, should be reviewed by an attorney, and Engineer should so advise Owner. Application for Payment Instructions— Page 3 of 3 HA0417\035\docs\Specs\Div 0\MISC FORMS\application_instructions.doc 1/6/06 Certificate of Substantial Completion Project: Owner: Owners Contract No. Contract: Date of Contract: Contractor. Engineer's Project No.: This[tentative] [definitive]Certificate of Substantial Completion applies to: ❑ All Work under the Contract Documents: ❑ The following specified portions: Date of Substantial Completion The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. A[tentative] [revised tentative] [definitive] list of items to be completed or corrected, is attached hereto. This list may not be all- inclusive,and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: ❑ Amended Responsibilities ❑ Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: The following documents are attached to and made part of this Certificate: This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date Accepted by Contractor Date Accepted by Owner Date - Certificate of Substantial Completion—Page 1 of 1 H:\0417\035\docs\Specs\Div MMISC FORMS\cert_sub_comp_c-625.doc 116/06 CONTRACTOR'S CERTIFICATE AND RELEASE FROM: (Name of Contractor) TO: [ Insert Owner's Name and Address] REFERENCE CONTRACT NUMBER entered into the day of 20 , between the [Owner's Name] and (Name of Contractor) of for the purpose of (City) (State) (Type of Operation) within the [limits of the City of (Project Location)]. KNOW ALL MEN BY THESE PRESENTS: 1 . The undersigned hereby certifies that there is due from and payable by the [Insert Owner's Name] to the Contractor under the Contract and duly approved Change Orders and modifications the balance of 2. The undersigned further certifies that in addition to the amount set forth in Paragraph I, there are outstanding and unsettled the following items which he claims are just and due owing by the [Insert Owner' Name]: (a) (b) (c) (d) (Itemize claims and amounts due. If none, so state) Contractor's Certificate and Release— Page 1 of 3 HA0417\035\docs\Specs\Div 0\MISC FORMS\cert_&_release.doc 1/6/06 3. The undersigned further certifies that all work required under this Contract including work required under Change Orders numbered: and , has been performed in accordance with the terms thereof, and that there are no unpaid claims for materials, supplies or equipment and no claims of laborers or mechanics for unpaid wages arising out of the performance of this Contract, and that the wage rates paid by the Contractor and all Subcontractors were in conformity with the Contract provisions relating to said wage rates. 4. Except for the amounts stated under Paragraphs I and II hereof, the undersigned has received from the [Insert Owner's Name] all sums of money payable to the undersigned under or pursuant to the above-mentioned Contract or any modification or change thereof. 5. That in consideration of the payment of the amount stated in Paragraph I hereof the undersigned does hereby release the[Insert Owner's Name]from any and all claims arising under or by virtue of this Contract, except the amount listed in Paragraph II hereof, provided, however, that if for any reason the [Insert Owner's Name]does not pay in full the amount stated in Paragraph I hereof, said deduction shall be automatically included under Paragraph I I as an amount which the Contractor has not released but will release the [Insert Owner's Name] from any and all claims of any nature whatsoever arising out of said Contract or modification thereof, and will execute such further releases or assurances as the [Insert Owner's Name] may request. Further, in consideration of the payment of the amount stated in Paragraph I hereof, the undersigned agrees to hold the [Insert Owner's Name] harmless from any and all costs, liability or expense of any kind in any way arising out of the contract referenced herein, or any subcontracts awarded pursuant thereto. IN WITNESS WHEREOF, the undersigned has signed and sealed this instrument this day of 20_. (Contractor) (Signature) (Title) being first duly sworn on oath, deposes and says, first, that he is the of the (Title) (Name of Company) Contractor's Certificate and Release—Page 2 of 3 HA0417\035\docs\SPecs\Div O\MISC FORMS\cert_&_release.doc 1/6/06 second, that he has read the foregoing certificate by him subscribed as (Title) of the (Name of Company) Affiant further states that the matters and things stated therein are, to the best of his knowledge and belief, true. (Signature) Subscribed and sworn to before me this day of , 20 My commission expires (Notary) Contractor's Certificate and Release—Page 3 of 3 H:\0417\035\docs\Specs\Div o\MISC FORMS\cert_&_release.doc 1/6/06 r 88 co. CITY OF BOZF—NLAN,MODIFI CATIONS TO MONTANA PUBLIC WORKS -STANDARD SPECHICATIGNTS - P .EPARED.-mil includi .9 Addendum-No. 1 Approved;7111,,,3/05 . � ( ; j � j ) \ FOREWORD Because the City of Bozeman has unique requirements which are not addressed in the "Montana Public Works Standard Specifications"(MPWSS), Fifth Edition, March,2003,the "City of Bozeman Modifications To Montana Public Works Standard Specifications"was created. This document addresses those specific requirements which the City of Bozeman has pertaining to Public Works projects which are not addressed in the MPWSS. All Public Works projects for the City of Bozeman shall be done in accordance with MPWSS and City of Bozeman Modifications to MPWSS. Where a City of Bozeman modification to MPWSS does not exist for a particular Section of MPWSS it shall be assumed the work is to be completed in accordance with the appropriate MPWSS Section. When a City of Bozeman modification to the MPWSS does exist the requirements of that modification supersede the related MPWSS requirement. The same holds true for City of Bozeman Standard Drawings; however, there are some City of Bozeman Standard Drawings which do not replace or supersede the MPWSS Standard Drawing but are additional drawings created specifically forthe City of Bozeman. Each Section of the MPWSS that has been modified is listed in the Table of Contents of the "City of Bozeman Modifications To Montana Public Works Standard Specifications." The entire Section from the MPWSS has not been rewritten for these modifications. Instead, modifications are indicated for a specific subsection, paragraph, sentence or drawing. Appendix A of these modifications contains a list of MPWSS Standard Drawings followed by "Deleted", "Replaced", or "Active". "Deleted" indicates that the drawing is not to be used. "Replaced" indicates that the drawing has been replaced by a City of Bozeman Standard Drawing and "Active" means that the drawing is useable as shown in MPWSS. Appendix B contains a list of City of Bozeman Standard Drawings. It is the intent of the City of Bozeman to revise this document on an as-needed basis. Written comments on the "City of Bozeman Modifications To Montana Public Works Standard Specifications" may be submitted to the City Engineer. A form for submitting suggested changes can be found in Appendix E. Additional copies of the City of Bozeman Modifications to Montana Public Works Standard Specifications may be obtained from the office of the City Engineer located at 20 E. Olive Street in Bozeman, Montana. COHMODS 2004 Page 1 0: TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT Instructions To Bidders Form Special Provisions DIVISION 1 - GENERAL REQUIREMENTS Section 01570 Construction Traffic Control Section 01700 Contract Closeout DIVISION 2—SITEWORK Section 02112 Removal of Existing Pavement, Concrete Curb,Sidewalk,Driveway and/or Structures Section 02113 Adjusting Existing Manholes, Lampholes, Inlets, Water Valve Boxes, Water Services And Fire Hydrants To Grade Section 02221 Trench Excavation And Backfill For Pipelines And Appurtenant Structures Section 02235 Crushed Base Course Section 02502 Asphalt Prime And/Or Tack Coat Section 02504 Asphalt Seal Coat Section 02510 Asphalt Concrete Pavement Section 02528 Concrete Curb And Gutter Section 02529 Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley Gutters And Miscellaneous New Concrete Construction Section 02581 Pavement Markings and Markers Section 02582 Reflective Thermoplastic Pavement Markings Section 02660 Water Distribution System Section 02720 Storm Drain Systems Section 02730 Sanitary Sewer Collection Systems Section 09810 Street Signs APPENDIX A Listing of Status of MPWSS Standard Drawings APPENDIX B Listing of City of Bozeman Standard Drawings APPENDIX C Standard Drawings for City of Bozeman Modifications to MPWSS Fifth Edition,March 2003 APPENDIX D City of Bozeman Approved List of Copper Connectors APPENDIX E Comment/Suggestion Form COBMODS 2004 Page-I-of 1 Addendum No.1 INSTRUCTIONS TO BIDDERS Any contract documents for which the City of Bozeman acts as the contracting agent,(i.e.,signatory to the contract), shall include the following additions or changes to the Montana Public Works Standard Specifications. BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the proposed work and by such other means as they may prefer as to the correctness of any quantities. The estimated unit quantities of the various classes of work to be done under this contract are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that, during progress of the work, the Owner may find it advisable to omit portions of the work, to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and the materials furnished. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. _. BID REQUIREMENTS The Bidder is expected to base his bid on materials and equipment complying fully with the plans and specifications and, in the event he names in his bid materials or equipment which do not conform, he will be responsible for furnishing materials and equipment which fully conform at no change in his bid price. Before submitting a proposal, each Contractor should read the complete Contract Documents (including all addenda),specifications and plans, including all related documents contained herein, all of which contain provisions applicable not only to the successful Bidder, but also to his subcontractors. EXAMINATION Examine documents and conditions at existing site carefully. No extra payments will be given for conditions which can be determined by examining documents and existing conditions. QUESTIONS Submit to Engineer. Replies will be issued to Bidders of record as addenda. Engineer and Owner shall not provide nor be responsible for any oral clarification. PROPOSAL l. The Bidder shall submit his proposal on the forms bound in these Contract Documents. Neither the proposal nor any other pages bound herein or attached hereto shall be detached. COBMODS 2004 Page - 1 - of 3 INSTRUCTION TO BIDDERS 2. Proposals shall be in a sealed envelope and addressed to: Clerk of Commission City Hall 411 E. Main Street P.O. Box 1230 Bozeman, MT 59771-1230 The envelope shall also contain the following information: a. Name of Project b. Name of Contractor C. Montana Certificate of Contractor Registration Number e. Acknowledge Receipt of Addendum No.:_,_,_, f. In the lower left-hand corner of the envelope print of type: BID DOCUMENTS-DO NOT OPEN UNTIL 2:00 P.M., on 200_. 3. Proposals shall be made in accordance with the following instructions: a. Submit one copy of the complete bound documents in an opaque sealed envelope. DO NOT REMOVE THE PROPOSAL NOR ANY OTHER PAGES FROM THE BOUND CONTRACT DOCUMENT. b. Bids shall be made in ink upon the unaltered Bid Proposal Form supplied with these documents. C. All blank spaces must be properly filled. d. The total bid price must be stated in both writing and in figures. In case of a discrepancy between unit price and total bid price,the unit prices or lump sum prices shall be used in computing the total bid price. e. The proposal form shall contain no addition, conditions, stipulations, erasures, or other irregularities. f. The proposal must acknowledge receipt of all addenda issued. g. The proposal must be signed in ink and display the Bidder's name, address, and correct Montana Contractor's Registration Number. SIGNING OF BIDS a. Bids which are not signed by individuals making them shall have attached thereto a Power of Attorney evidencing authority to sign the bid in the name of the person for whom it is signed. b. Bids which are signed for a co-partnership shall be signed by all of the co-partners or by any attorney-in-fact. If signed by an attorney-in-fact,there shall be attached to the bid a Power of Attorney evidencing authority to sign the bid. COBMODS 2004 Page - 2 - of 3 INSTRUCTION TO BIDDERS C. Bids which are signed for a corporation shall have the correct corporate name thereof signed in handwriting or in typewriting and the signature of the president or other authorized officer of the corporation shall be manually written below the written or typewritten corporate name following the work: Bv: Corporate Seal: Title: d. If bids are signed for any other legal entity, the authority of the person signing for such legal entity should be attached to the bid. TELEGRAPHIC MODIFICATION Any Bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids. The telegraphic communication shall not reveal the bid price, but shall only provide the addition or subtraction from the original proposal. Telegraphic proposal modifications must be verified by letter. This written confirmation shall be received no later than three(3)working days following the bid opening or no consideration will be given to the telegraphic modification. LIQUIDATED DAMAGES FOR FAILURE TO ENTER INTO CONTRACT The successful Bidder,upon his failure or refusal to execute and deliver the contract and bonds required within ten (10) days after he has received notice of the acceptance of his bid, shall forfeit to the Owner as liquidated damages for such failure or refusal, the security deposited with his bid, as provided in Chapter 5, Section 6-501,Revised Codes of Montana, 1947. GROSS RECEIPTS WITHHOLDING In accordance with Section 15-50-206, Montana Code Annotated,the City of Bozeman must withhold one percent(I%)of incremental payments due the Contractor for remittance to the Department of Revenue for any contracts greater than $5000.00. CITY OF BOZEMAN BUSINESS LICENSE All Contractors conducting work within the City of Bozeman are required to have a current Business License. Applications for Business Licenses may be obtained at City Hall,411 E. Main Street, Bozeman, Montana. COBMODS 2004 Page - 3 - of 3 INSTRUCTION TO BIDDERS SPECIAL PROVISIONS Any contract documents for which the City of Bozeman acts as the contracting agent,(i.e.,signatory to the contract), shall include the following additions or changes to the Montana Public Works Standard Specifications. 1. GENERAL All work shall be performed in accordance with applicable sections of the Montana Public Works Standard Specifications, Fourth Edition (MPWSS-5th), published March, 2003, including all addenda,which by this reference are hereby included as part of this specification as modified herein by the City of Bozeman. - All correspondence and official authorization concerning the work shall be with the City Engineer or his designated representatives as identified at the preconstruction meeting. Any changes in the work or schedule not authorized by the above shall be deemed as unauthorized and shall be done at Contractor's risk at no cost to the Owner. All damages,reparations, and costs thus incurred during the progress of such unauthorized work shall be borne exclusively by the Contractor. -- 2. AWARD OF CONTRACT The award of the contract, if awarded, will be made within the period specified in the Invitation to Bid to the lowest responsible Bidder whose bid complies with all the requirements prescribed herein. The successful Bidder will be notified by letter,mailed to the address shown on the bid,that his bid has been accepted and that he has been awarded a contract. The bid schedules may be awarded as a single total combined contract,may be awarded singly as separate contracts,or in any combination of schedules which result in the lowest project cost to the Owner. 3. TIME OF COMMENCEMENT AND COMPLETION DATE The beginning of the contract time shall be stated in a written NOTICE TO PROCEED written by the City Engineer to the Contractor. In establishing the date when contract time begins,the Engineer will consider that the contract time begins following delivery of the NOTICE TO PROCEED. The contract time will expire automatically the number of calendar days stated as contract time,except as the contract-time may be extended by change order. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. In no event will the Contract Time commence to run later than the seventy-fifth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 4. LIQUIDATED DAMAGES Subject to the provisions of the contract documents, the Owner shall be entitled to liquidated damages for failure of the Bidder to complete the work within the specified contract time. The Bidder agrees to pay liquidated damages for compensation to the Owner for expenses incurred by the Owner during the contract time overrun. COSMODS 2004 Page - 1 - of 6 SEPCIAL PROVISIONS As compensation for expenses incurred, the Contractor shall be assessed a liquidated damage of $200.00 per calendar day for each day that the work remains uncompleted beyond the contract period. Liquidated damages shall be paid by deduction from monthly progress payments and the final payment. 5. COST LIMITATIONS The Owner reserves the right to eliminate or reduce certain proposal items from the project following the bid opening to make the project financially feasible with the limitations of the funds allocated for this project. The determination of which items shall be eliminated shall be the responsibility of the Owner. 6. NAMES, PRODUCTS AND SUBSTITUTIONS Where products or materials are specified by manufacturer,trade name,or brand,such designations are intended to indicate the required quality, type, utility, and finish. Requests for proposed substitution shall include complete specifications and descriptive data to prove the equality of proposed substitutions. Substitutions shall not be made without the written approval of the Owner. No substitutions will be considered until after contract award. 7. APPROVAL OF EQUIPMENT AND MATERIAL The Contractor shall furnish to the Owner or its Engineer for approval the name of the manufacturer of machinery, mechanical and other equipment and materials which he contemplates using in execution of the work, together with the performance capacities and such other information which may be pertinent or required by the Owner. 8. BIDDER'S QUALIFICATIONS The Contractor shall show evidence that he has the finances,organization,and equipment to-perform the work with a limited number of subcontractors. The Contractor will be required to have a full- time resident General Superintendent on the job at all times while the work is in progress. He shall be in a position to direct the work and make decisions either directly or through immediate contact with his superior. Absence or incompetence of the Superintendent shall be reason for the Owner to stop all work on the project. 9. WARRANTY If, within one year after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice form the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time, the Owner may correct the work at the expense of the Contractor. COBMODS 2004 Page - 2 - of 6 SBPCIAL PROVISIONS 10. SCHEDULING Prior to or at the PRECONSTRUCTION CONFERENCE, the Contractor shall provide the City Engineer the following schedules: A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order, timing,and progress in which the Contractor proposes to prosecute the work. This schedule shall be in bar graph,CPM or PERT format. The schedule shall be updated and re-submitted as necessary to reflect project changes. B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that will become due the Contractor in accordance with the Construction Progress Schedule. II. PRECONSTRUCTION CONFERENCE After the contract(s) have been awarded, but before the start of construction, a preconstruction conference will be held at the site of the project for the purpose of discussing requirements on such matters as project supervision,on-site inspection,progress schedules and reports,payrolls,payment to contractors,contract change orders,insurance,safety,and any other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel and a representative from each of the affected utility companies connected with the project on hand to meet with a representative of the Owner to discuss the project and any problems anticipated. 12. SHOP AND FABRICATION DRAWINGS The Contractor shall prepare and submit fabrication drawings, design mix information, material testing compliance data, and other data in accordance with the General Conditions. Following review,the Contractor shall resubmit copies of any drawings which required revision or correction. Any review by the Owner will not relieve the Contractor from responsibility for errors or omissions, inadequate design performance requirements, schedule requirements, and proper operation of any item required under the Contract. Not withstanding any such review,Contractor shall remain solely responsible for full and complete performance in accordance with the terms,conditions,provisions, drawings and specifications set forth in the Contract Documents. 13. UNDERGROUND UTILITIES The Contractor shall be responsible for checking with the Owners of the underground utilities such as the City, County, power and telephone companies, etc., as to the location of their underground installations in the project area. The Contractor shall be solely responsible for any damage done to these installations due to failure to locate them or to properly protect them when their location is known. It shall be solely the responsibility of the Contractor to fully coordinate his work with the agencies and to keep them informed of his construction activities so that these vital installations are fully protected at all times. A Montana One-Call system (1-800-424-5555) has been established to facilitate requests for COBMODS 2004 Page - 3 - of 6 SEPCIAL PROVISIONS underground facility location information. The Contractor is cautioned that all utilities may not be on this system. 14. EASEMENTS, RIGHTS-OF-WAY ADJOINING PROPERTY The Contractor shall contain all of his construction operations within the easements and rights-of- way unless written approval is secured from the Owner of the adjoining property or written approval is given by the Owner to utilize the adjacent land area. 15. TRAFFIC CONTROL A. GENERAL The Contractor shall at all times conduct his operations so that there is a minimum interruption in the use of City streets affected by the work. Exact procedures in this respect shall be established in advance of construction with the City Engineer. Barricade function, design and construction shall conform to the latest edition of the Manual on Uniform Traffic Control Devices and the Standard Specifications for Road and Bridge Construction of the State Highway Commission of Montana, latest edition. Should construction of the project require the closure of any streets, roads or highways or require night-time or long-term traffic control, the Contractor shall be required to prepare a detailed TRAFFIC CONTROL PLAN to address the methods and means of controlling traffic under the specific conditions. In regards to closures, the plan shall include specific details on traffic detours and estimated duration of the closures. Details of signing, barricades, flagging and other traffic control devices shall be included, and the TRAFFIC CONTROL PLAN shall be approved by the City Engineer or his designated representative prior to construction. B. TRAFFIC ACCESS Construction work shall be programmed by the Contractor so that local traffic will have continuous access within one block of any given property. It shall be the responsibility of the Contractor to notify all residents in the area of programmed work of street closures,parking requirements and restriction,and any other conditions,a minimum of twenty-four (24).hours prior to beginning work within the affected area. All signing,barricades,and othertraffic control measures shall be provided by the Contractor. C. WARNING SIGNALS All streets,roads, highways and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed, mounted or affixed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations within the construction area shall be provided with suitable barriers, signs and lights to the extent that adequate public protection is provided. All abrupt grade changes greater than one inch which traffic is required to pass over,and obstructions,including but not limited to material stockpiles and equipment, shall be similarly protected. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sundown to sunrise. COBMODS 2004 Page - 4 - of 6 SSPCIAL PROVISIONS 16. DISPOSAL. EROSION. WATER POLLUTION AND SILTATION CONTROL The Contractor is responsible for proper disposal of all waste soils and materials unless otherwise directed herein. Where waste materials are disposed on private property not owned by the Contractor, evidence of property owner's written permission shall be obtained and provided to the Owner. Contractor shall comply with all local,state,and federal laws and regulations pertaining to erosion control, fill in wet lands, and floodplains. The Contractor shall dispose of all refuse and discarded material in an approved location. The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent pollution or siltation of rivers, streams or impoundments. Pollutants such as chemicals, fuels, lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into or alongside of rivers,streams,impoundments or into natural or manmade channels leading thereto. In addition, the Contractor shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or impoundments. The Contractor shall meet the requirements of the applicable regulations of the Department of Fish,Wildlife and Parks,Department of Environmental Quality and other State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The Contractor's specific attention is directed to the Montana Water Pollution Control Act and the Montana Stream Preservation Act. The Contractor shall be responsible for obtaining any required discharge permits associated with erosion control and groundwater dewatering operations. Contractor's responsibility shall include all cleanup, restoration, etc., of any detention or discharge areas. -- 17. PROTECTION OF EXISTING PAVEMENT All equipment shall be fitted with pads on the outriggers and other accessories as necessary to --> prevent damage to existing pavement during the course of the project. Any damages to pavement shall be corrected by the Contractor, at his expense, in a manner directed by the Engineer. 18. OPERATION OF EXISTING AND NEW VALVES All existing City of Bozeman water main valves shall be operated by authorized personnel of the City of Bozeman only. The Contractor shall not operate any existing valves without the written consent of the City of Bozeman. When new or existing valves are used to take water from the City of Bozeman water distribution system, they shall be operated by City of Bozeman personnel only. 19. SALVAGEABLE ITEMS Any items removed from the existing system under the terms of this contract shall remain the property of the City of Bozeman and shall be delivered to a site specified by the City of Bozeman. Should the City of Bozeman choose not to accept any salvageable items, then the Contractor shall dispose of those items at his expense at a site or landfill acceptable to the Engineer. Any costs for the above work shall be at the Contractor's expense. COHMODS 2004 Page - 5 - of 6 SEPCIAL PROVISIONS 20. ACCESS TO RECORDS The Contractor shall allow access to any books, documents, papers or records which are directly pertinent to this Contract by the Owner, State or Federal agencies, or any of their duly authorized representatives for the purpose of making an audit, examination, excerpts or transcriptions. 21. INSURANCE Insurance coverages required under this contract shall extend, at a minimum, to the end of the contract time. COBMODS 2009 Page - 6 - of 6 S£PCIAL PROVISIONS SECTION 01570 CONSTRUCTION TRAFFIC CONTROL 1.3 NOTIFICATIONS Add the following: D. Notify police department,fire department,ambulance services,and bus companies of any planned street closures a minimum of 24 hours before closing any street. Add the following section: 1.4 STANDARD DRAWINGS Refer to the following Standard Drawings in Appendix C: City of Bozeman Standard Drawing No. 01570-1, Traffic Control, Minimum Standard, Urban Work Site,4 Lane Road, Work Site Closing One Lane City of Bozeman Standard Drawing No. 01570-2, Traffic Control, Minimum Standard, Urban Work Site,2 Lane Road, Work Site On Centerline City of Bozeman Standard Drawing No. 01570-3, Traffic control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site On Centerline Partially Blocking Inside Lanes - City of Bozeman Standard Drawing No. 01570-4, Traffic Control, Minimum Standard, Urban Work Site,2 Lane Road, 1 Lane Partially or Fully Closed By Work Area City of Bozeman Standard Drawing No. 01570-5, Traffic Control, Minimum Standard, Rural Work Site, Work Adjacent to The Present Traveled Way City of Bozeman Standard Drawing No. 01570-6, Traffic Control, Minimum Standard, Rural Work Site, Utility Work On or Across the Present Traveled Way 4.1 PAYMENT Add the following section: D. Measurement and payment for Construction Traffic Control will be made only if listed as a separate item in the bid documents. If not listed in the contract as a bid item, Construction Traffic Control shall be considered an incidental cost to be included in other items in the contract requiring Traffic Control to complete that item. COBMODS 2004 Page-1 -of 1 SECTION 01570 '2- SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANUP A. 5. Add the following: Provide adequate personnel during pre- paving, final, and warranty inspections to open all valve boxes and manholes for inspection by the Engineer and City of Bozeman. COBMODS 2004 Addendum 1 Page 1 of 1 SECTION 0170D SECTION 02112 REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB, SIDEWALK, DRIVEWAY AND/OR STRUCTURES 3.1 GENERAL Add the following section: D. Exercise care in removal of existing tree roots that conflict with the work. Tree roots shall be removed by sawcutting the roots to a neat line at the extent ofthe excavation. Remove only the minimum amount of roots necessary in order to complete the work. COBMODS 2004 Page-1-of 1 SECTION 02112 SECTION 02113 ADJUSTING EXISTING MANHOLES, LAMPHOLES, INLETS, WATER VALVE BOXES, WATER SERVICES AND FIRE HYDRANTS TO GRADE 1.2 STANDARD DRAWINGS Delete: Standard Drawing No. 02213-1, Manhole Adjustment Detail Delete: Standard Drawing No. 02213-2, Water Valve Adjustment Detail Add: City of Bozeman Standard Drawing No. 02213-1, Manhole Adjustment Detail Add. City of Bozeman Standard Drawing No. 02213-2, Water Valve Adjustment Detail PART 2 -PRODUCTS 2.1 GENERAL Add the following section: B. East Jordan Iron Works Model 69 screw type adjustable risers may be used to adjust existing valve boxes to grade. Do not use these adjustable risers on new valve boxes; add mid-section extensions to provide correct valve box adjustment. COBMODS 2004 Page- I-of I SECTION 02113 f I SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES &APPURTENANT STRUCTURES 2.1 PIPE BEDDING MATERIALS A. TYPE 1 PIPE BEDDING 2. Modify this section as follows: Provide Type 1 Bedding consisting of imported sand, sandy gravel,or fine gravel having a maximum 3/4 inch size and a maximum plasticity index of 6, determined by AASHTO T89 and T90 or by ASTM D4318. 3.1 PROTECTION OF EXISTING PROPERTIES A. General 1. Add the following: Replace any tree, bush, hedge, planter or similar vegetation or landscaping damaged during the course of the work with a planting equal to that damaged in kind, size, and location. The contract warranty period for performance applies also to the instances described herein. 4. Modify this section as follows: Do not cut and replace existing services from the mains to private property which interfere with trenching operations unless the work has been specifically approved by the City of Bozeman Water/Sewer Department. If approved, the cost for this work will be the -- responsibility of the CONTRACTOR. Do not interrupt water service for more than four hours. Install a temporary service connection approved by the City of Bozeman Water Department if service is interrupted for a longer period. Protect temporary services from freezing or interruptions of use during the construction period. 3.6 TRENCH FILLING AND BACKFILLING C. Trench Backfill 4. Watering -- C. Add thefollowing requirements: Water from the City ofBozeman's municipal system may only be obtained from the metered service located at the City Shop Complex. The Contractor shall reimburse - the City Water Department for the cost of the water used at a rate COBMODS 2004 Page-] -of 2 SECTION 02221 determined by the Water Department. D. Replacement of Unsuitable Backfill Material 1. Modify this section as follows: Remove and dispose of excavated soils that are saturated and cannot be readily conditioned or dried to be made suitable, contain deleterious materials or have characteristics that, in the opinion of the ENGINEER, render the soils unsuitable as backfill. COBMODS 2004 Page 2 of 2 SECTION 02221 SECTION 02235 CRUSHED BASE COURSE PART 2 PRODUCTS 2.2 CRUSHED BASE MATERIAL Add the following section: E. When available, incorporate reclaimed glass cullet into the base course material. A minimum of 3% and a maximum of 15% of the base course material shall be reclaimed glass. The reclaimed glass shall be crushed so that 100%of the crushed glass passes a 3/8 inch screen. No more than l 0%of the material retained on an individual sieve 1/4 inch or larger shall be glass, based upon visual examination and weight. COBMODS 2004 Page 1 of 1 SECTION 02235 SECTION 02502 ASPHALT PRIME AND/OR TACK COAT PART 2 PRODUCTS 2.1 GENERAL A. Unless otherwise specified in the contract documents, do not use type SS-lh emulsified asphalt. COBMODS 2004 Page 1 of 1 SECTION 02502 SECTION 02504 ASPHALT SEAL COAT 3.2 CONSTRUCTION METHODS B. Weather Limitations Add the following requirements: 2. Do not perform seal coat work if the local radio weather forecast includes a probability of precipitation greater than 45%within the intended schedule of operations for the day. Regardless of the weather forecast, seal coat work may be suspended if impending adverse weather conditions occur in the vicinity of the work. D. Application of Asphalt Material Add the following requirements: 7. Building paper shall be applied to the surface of any street drain inlet, water valve box, manhole cover, monument box, or other similar item, prior to beginning asphalt application on the street. For any such item not adequately covered by paper, the Contractor must re-open or clean as necessary any asphalt to the satisfaction of the City Engineer prior to final payment. It is the sole responsibility of the Contractor to dispose of all building paper or other material used for covering manholes, valve boxes, monument markers, etc. E. Application of Seal Coat Material 4. Revise this section as follows: Immediately after spreading, roll the aggregate with self-propelled, pneumatic-tired rollers. Roll in a longitudinal direction, beginning at the outer edges of the treatment and working toward the center. Overlap the previous strip by about one-half the roller width. Do not allow the roller speed to exceed 7 mph during initial rolling,or 15 mph after initial roiling. Complete the first rolling of the aggregate within one-half hour of it being spread. Continue rolling until a smooth, thoroughly compacted surface is obtained. Roll at least three complete passes with each roller. If the seal coat is finished in partial widths at a time, leave 4 to 6 inches of the inside edge uncovered with aggregate to permit overlap of asphaltic.material when the remaining portion of the surface is treated. 5.Add thefollowing: Unless otherwise specified in the contract documents,the City of Bozeman will remove and dispose of all loose aggregate from the pavement after the work is completed for projects done under contract to the City. COBMODS 2004 Page-1 -of 2 SECTION 02504 3.4 PROTECTION OF SIDE STREET STRUCTURES AND TRAFFIC CONTROL Add the following requirements: C. It is the sole responsibility of the Contractor to furnish and post "No Parking" signs along both sides of the street(s) intended for seal coating. The "No Parking" signs shall be posted at 100-foot intervals and securely fastened to their support posts. (Wood laths may be used.)It is also the responsibility of the Contractorto remove and dispose of all "No Parking" signs and their supports immediately after the seal coating operations have been completed on each street. "No Parking"signs shall be posted 24 hours in advance of seal coating operations. The Contractor shall notify the public as to the proposed streets to be seal coated and the corresponding dates of the construction activities. The Contractor shall be responsible for removing all vehicles from streets to be seal coated. Traffic will be allowed onto streets upon completion of the seal coat street improvements. However,traffic will be required to operate at 15 mph for a period of 48 hours following completion of the seal coat. It is the responsibility of the Contractor to erect, maintain and remove the temporary speed control signs for the appropriate streets. COBMODS 2004 Page-2-of 2 SECTION 02504 SECTION 02510 ASPHALT CONCRETE PAVEMENT 2.2 PLANT MIX AGGREGATES Add the following: M. Reclaimed glass may be added to the aggregate for plant mix. A maximum of 3% crushed glass may be blended in the mix. The glass shall be crushed so that 100%of the glass passes a 3/8 inch sieve, and no more than 8%passes a No. 200 sieve. If glass is used in the mix, 1%hydrated lime(by weight)shall be added to the mix as an anti-stripping agent. Hot plant mix asphalt with glass is limited to binder or base courses and is not to be used in surface or friction courses. 2.3 ASPHALT BINDER MATERIAL A. 1. Grades: Add thefollowing requirement. Unless otherwise specified in the Contract Documents, the type and grade of asphalt cement shall be performance grade 58-28 (AASHTO Performance Graded Binder Specification MP-1). 3.14 PATCHING B. Surface Preparation Add the following requirements: 3. d. Tack coat all existing asphalt edges prior to placing new asphalt concrete. e. If hot plant mix asphalt is not available, temporarily patch the pavement using a 2-sack flowable fill mix. Remove the temporary patches and replace with hot mix asphalt when it becomes available. f. Thickness of the pavement patch will equal that of the existing pavement, unless otherwise approved. 3.16 SPREADING AND FINISHING: Revise this section asfollows: A. Spread and finish meeting the following requirements: 1. The maximum lift thickness is 3 inches (compacted depth) for surface courses and 4 inches (compacted depth)for base courses. COBMODS 2004 Addendum 1 Page 1 of 1 SECTION 02510 t SECTION 02528 CONCRETE CURB AND GUTTER 1.1 DESCRIPTION B. Revise as follows: Delete: Standard Drawing No. 02528-1, Standard Curb and Gutter Delete: Standard Drawing No. 02528-2,Drive-over Curb and Gutter Add. City of Bozeman Standard Drawing 02528-1, Integral Concrete Curb and Gutter 3.2 FOUNDATION PREPARATION D. Revise asfollows: For new street construction or street reconstruction,place gravel base course for the street 9" beyond the back of curb. i .3 r S COBMODS 2004 Page I of I SECTION 02528 4 SECTION 02529 CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS, AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION 1.2 REFERENCES A. Revise as follows: Delete: Standard Drawing No. 02529-1, Double Gutter Detail for Street Intersection Delete: Standard Drawing No. 02529-2, Standard Fillet Delete: Standard Drawing No. 02529-3, Type I Street Monument Delete: Standard Drawing No. 02529-4, Type II Street Monument Delete: Standard Drawing No. 02529-5A,Boulevard Driveway Approach Delete: Standard Drawing No. 02529-513, Curb Walk Driveway Approach Delete: Standard Drawing No. 02529-713, Curb Walk Alley Approach Delete: Standard Drawing No. 02529-8,Accessibility Ramp Delete. Standard Drawing No. 02529-9, Swale Crossing Add. City of Bozeman Standard Drawing No. 02529-1, Double Gutter Detail for Street Intersection Add: City of Bozeman Standard Drawing No. 02529-2, Standard Fillet Add: City of Bozeman Standard Drawing No. 02529-3, Type I Street Monument Add: City of Bozeman Standard Drawing No. 02529-5, Driveway Approach With Sidewalk Adjacent to Curb Add: City of Bozeman Standard Drawing No. 02529-713, Curb Walk Alley Approach Add: City of Bozeman Standard Drawings No. 02529-8, Pedestrian Ramp Add: City of Bozeman Standard Drawings No. 02529-8A,Blended Transition Pedestrian Ramp Add: City of Bozeman Standard Drawing No.02529-11,Residential Driveway Approach Add: City of Bozeman Standard Drawing No. 02529-12, Non-Residential Driveway Approach. Add.• City of Bozeman Standard Drawing No. 02529-13, Non-Residential Driveway Approach for Arterial Streets. Add. City of Bozeman Standard Drawing No. 02529-14, Concrete Stone Drainage Outlet and Inlet Chases Add: City of Bozeman Standard Drawing No. 02529-15,Publicly-Maintained Sidewalk 2.4 GRAVEL BASE MATERIAL Add the following: B. Washed rock material meeting the following Table of Gradations may be used as base material. COBMODS 2004 Addendum 1 Page- ]-of 2 SECTION 02529 t Table of Gradations - Washed Rock Base Material Percentage by Weight Passing Square Mesh Sieves Sieve Size %Passing 1%2" 100 3/4" 35-70 3/8" 10-30 No. 4 0-5 2.5 CURING AND PROTECTIVE COATING MATERIALS Add the following requirement: C. The curing compound used on colored concrete shall be a high solid acrylic cure, Day/Chem Aggre-Gloss J-25(manufactured by Dayton Superior)or approved equal. 3.8 JOINTS. C. Revise this section as follows: Divide sidewalk into sections using contraction joints formed by a jointing tool or other approved methods. Extend the contraction joints into the concrete for at least one-fourth its depth and make the joints approximately 1/8 inch wide. Unless otherwise directed, space contraction joints at maximum 10-foot intervals or a distance equal to the sidewalk width,whichever is less. In continuous sidewalk runs,install expansion joints at the location of a regular contraction joint, if the distance between expansion joints does not exceed 25 feet. 3.11 MISCELLANEOUS NEW CONCRETE CONSTRUCTION Add the following requirement: B. Construct all curb ramps with detectable warning surfaces in conformance with the requirements of the Americans with Disabilities Act Accessibility Guidelines (ADAAG). Detectable warning surfaces shall be black. Detectable warning surfaces shall be considered deficient and subject to replacement by the Contractor if more than 5% of the truncated domes on a ramp surface are missing or damaged, if the detectable warning product has lost any adhesion to the concrete, or if the detectable warning product is cracked or shows other signs of distress,at the end of the one-year warranty period. COBMODS 2004 Addendum ) Page-2-of2 SECTION 02529 SECTION 02581 PAVEMENT MARKINGS AND MARKERS (PREFORMED PLASTIC, PAINTS AND ENAMELS) 1.2 STANDARD DRAWINGS Add the following Standard Drawings which are applicable to this section: City of Bozeman Standard Drawing No. 02581-1, Typical Pavement Markings for Pedestrian Crossings City of Bozeman Standard Drawing No. 02581-2, Typical Pavement Markings for School Crossings 2.1 PREFORMED PLASTIC PAVEMENT MARKING MATERIAL A. Add the following: Pre-formed plastic pavement marking material to be Premark Plus®manufactured by Flint Trading Inc. or approved equal. D. Revise this section asfollows: Assure plastic pavement markings for inlay into new asphaltic surfaces are capable of being applied j ust before the final rolling of the new surface and can be rolled into place with conventional pavement rollers. For inlay applications, assure the plastic and adhesive are not damaged by pavement temperatures exceeding 150'F or by water on roller drums. Insure that the pavement markings are installed according to manufacturer's recommendations. COBMODS 2004 Page 1 of 1 SECTION 02581 SECTION 02582 REFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS 1.1 DESCRIPTION D. Revise this section as follows: Furnish thermoplastic that is hydrocarbon based. Furnish thermoplastic material that,while on the roadway surface and at any natural ambient temperature, will exist in a hard solid state with cold ductility that permits normal movement with the road surface without chipping and or cracking. 3.4 APPLICATION A. 2. Extruded (Inlaid) Add the following: d. Unless otherwise specified in the contract documents,all transverse pavement markings and words and symbols shall be 400 mils thick, and all longitudinal lines shall be 270 mils.thick. COBMODS 2004 Page 1 of 1 SECTION 02582 SECTION 02660 WATER DISTRIBUTION 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02660-3,Thrust Blocking for Water Main Valves Delete: Standard Drawing No. 02660-4,Fire Hydrant Setting Delete: Standard Drawing No. 02660-5,Hydrant Location Detail Delete: Standard Drawing No. 02660-6, Water Service Line Delete: Standard Drawing No. 02660-7, Blowoff Valve Add: City of Bozeman Standard Drawing No. 02660-3, Thrust Blocking for Water Main Valves Add. City of Bozeman Standard Drawing No. 02660-4, Fire Hydrant Add. City of Bozeman Standard Drawing No. 02660-5,Hydrant Location Detail Add: City of Bozeman Standard Drawing No. 02660-6, Water Service Line Add: City of Bozeman Standard Drawing No. 02660-7, Typical Blowoff Add: City of Bozeman Standard Drawing No. 02660-8, Hydrant Barrier Posts Add: City of Bozeman Standard Drawing No. 02660-10, Typical Valve/Tee Restraint Add: City of Bozeman Standard Drawing No. 02660-11, Water Main Crossing Below Existing Sewer Main Add: City ofBozeman Standard Drawing No.02660-12,Water Service Line,4"and Larger Add. City of Bozeman Standard Drawing No. 02660-13, Standard Fire Service Line Installation, Class 1, II,and III Systems Add: City of Bozeman Standard Drawing No. 02660-14, Standard Fire Service Line Installation, Class IV and V Systems Add: City of Bozeman Standard Drawing No. 02660-15, Water Service Line from Curb Stop to Building (Lines 2"and Smaller) Add. City of Bozeman Standard Drawing No. 02660-16, Water and Sewer Main and Services Location Standards Add. City of Bozeman Standard Drawing No. 02660-17,Water Service Interior Clearances 2.2 PIPE MATERIALS B. Ductile Iron Pipe 1. Revise as follows: Furnish Class 51 wall thickness meeting AWWA C151, - American National Standard for Ductile Iron Pipe for 12"diameter pipe and smaller. For pipe sizes greater than 12", furnish as specified in the contract documents. 2. Revise as follows: Use underground pipe having mechanical or push-on joints meeting AWWA C111. Use underground fittings having mechanical joints meeting AWWA C 111. Use restrained joint pipe for all stream crossings and for pipe installed - in casings. If restrained joints at fittings are required,use Megalug mechanical joint restraint or Megaflange restrained flange adapter,manufactured by EBBA Iron Sales, _ COBMODS 2004 Addendum 1 Page-1 -of 11 SECTION 02660 or Uni-flange Series 1400 retainer glands, manufactured by Ford Meter Box Company, MJ Field Lok® Series DI, manufactured by US Pipe, Field Lok(V 350 Gaskets for push-on joints, manufactured by US Pipe,or approved equal. 4. Fittings Delete the use of gray-iron fittings, add the following requirements: All fittings must be manufactured in accordance with applicable AWWA standards at ISO 9001-2000 approved manufacturing facilities. These manufacturing facilities must be covered under periodic audits by third party accreditation bodies for evaluations. These evaluations shall include manufacturing processes,quality control,corrective and preventative actions, and document control. In addition, distribution centers must be audited by Third Party Approval Agencies for periodic confirmation tests and surveillance audits. These periodic confirmation tests and surveillance audits shall document continuation of product approvals by auditing the entire quality systems including design, infrastructure, system implementation, distribution, training, quality control and assurance, and document control. All fittings must be manufactured in accordance with NSF 61. 5. Joints a. Revise as follows: Assure the fitting interior is cement mortar lined meeting A WWA C 104,or fusion-bonded epoxy lined meeting ANSI/AW WA C 116/A21.16. Assure the fitting exterior is bituminous tar coated 1 mil thick or fusion-bonded epoxy lined meeting ANSI/AWWA C116/A21.16. Use compact fittings having a rated working pressure of 350 psi following manufacturer recommended laying lengths. 6. Couplings Delete the use of cast iron or gray iron sleeves. Add the following requirements: a. 4) Furnish one of the following copper to copper compression connection couplings: Mueller H15403; Ford C44-xx-Q style; or AY McDonald 4758Q for 3/4", 1", 3/4" x 1", and 1" x 1 1/2". No connection couplings are permitted from the corporation stop to the curb stop for 3/4" and I" services. C. Polyvinyl Chloride (PVC) Pressure Pipe Delete the use ofthispipe material for water lines D. Concrete Cylinder Pipe Delete the use of this pipe material for water lines E. Water Service Pipe Revise this section as follows: COBMODS 2004 Addendum 1 Page-2-of 11 SECTION 02660 1. Use copper or ductile iron pipe in water service line construction as specified in the contract documents and meeting the following specifications. a. Furnish service pipe of the size or sizes specified. A water line is designated a service line or water main based on its use,not its size. Generally, a line serving a single building or facility is considered a service line; a line serving more than one building, or intended to serve more than one building or facility is generally designated a water main. The standard sizes of services are 3/4", 1", 1%2",2",411 , 6",or 8". The minimum size of a fire service is 1". b. Unless otherwise shown on the plans, furnish and install the service pipe from the main to 8 feet past the property line with a curb stop and curb box installed 8 feet past the property line. Install the water service lines in accordance with City of Bozeman Standard Drawings 02660-6 and 02660-12 and where applicable with "City of Bozeman Fire Service Line Standard", City of Bozeman Standard Drawings 02660-13 and 02660-14. C. Copper Service Pipe 1) Use copper, type K annealed, meeting AWWA Standard C800. Use straight lengths for 1.5"and 2" services. d. Polyethylene Service Pipe Delete the use ofthis pipe material for permanent water lines e. Ductile Iron Pipe 1) Use ductile iron pipe for water service lines that are 4" in diameter or larger. Furnish ductile iron pipe which conforms --- to the requirements of Section 02660. 2.3 TAPPING SLEEVES AND VALVES: Revise this section as follows: A. Tapping sleeves shall be ductile iron or stainless steel,split-sleeve,mechanical joint type with end and side gaskets. They shall have a Class 125, ANSI B 16.1 outlet flange. They shall be rated for a minimum of 200 psi working pressure and shall contain a threaded plug for testing purposes on the neck or body of the tapping sleeve. Gaskets shall be manufacturers' standard suitable for use in potable water systems. Bolts and nuts shall be COT-Ten, Dura-Bolt,or stainless steel. The sleeve shall be as manufactured by Mueller Company, Model H-615 or H-304, unless otherwise approved by the City of Bozeman. B. Tapping valves shall be Mueller,with flanged inlets compatible with the flange of the COBMODS 2004 Addendum 1 Page-3-of 11 SECTION 02660 tapping sleeve and mechanical joint outlet. Tapping valves shall be iron body, bronze mounted gate valves with non-rising stems with design, construction and pressure rating conforming to AWWA Specification C509. Stem seals shall be double"O"ring seals designed so that the seal above the stem collar can be replaced with the valve under pressure in full open position. C. The tapping sleeve and valve shall be furnished and installed by the Contractor and the wet tap made by the City of Bozeman Water Department with the cost paid by the Contractor. The Contractor shall excavate the existing main at the location to be tapped to confirm the appropriate pipe dimensions prior to ordering the fittings. The tapping sleeve shall be installed with the outlet set on the horizontal plane. A concrete thrust block shall be installed behind the tee. 2.4 CORPORATION STOPS Revise this section as follows: l. Furnish 300 psig ball valve brass corporation stops with inlet end to suit tapping requirements and conductive compression connection outlet for type K copper tubing. Furnish either Mueller B25008, Ford FB 1000-x-Q, or A.Y. McDonald 4701BQ corporation stops. 2.5 SERVICE CLAMPS Revise this section as follows: 1. Furnish flat,double strap,bronze metal service clamps(service saddles)with Neoprene gaskets and corporation stop threads. Use-Mueller BR 2 B Series, Ford 202B, or AY McDonald 3825. 2.6 CURB STOPS Revise this section as follows: 1. Furnish curb stops with ball type curb valves with Minneapolis pattern screw box mounts for 3/4", 1", 1%2", and 2" services, with 90' open to close operation. Furnish curb stops that conform to the following: Service Size Curb Valve and Curb Stop 3/4" Ford Ball Valve Curb Stop B44-333-M-Q 1%2" Minneapolis Thread, Mueller B-25155 I%2"Minneapolis Thread,or A.Y.McDonald 6104Q,part number 4182-035 I" Ford Ball Valve Curb Stop B44-444-M-Q I%2" Minneapolis Thread, Mueller B-25155 l'/2"Minneapolis Thread,or A.Y.McDonald 6104Q,part number 4182-192 I%2" Ford Ball Valve Curb Stop B44-666-M-Q 2" Minneapolis Thread, Mueller B-25155 2" Minneapolis Thread, or A.Y. McDonald 6104Q, part number 4182-137 COBMODS 2004 Addendum 1 Page-4-of 11 SECTION 02660 2" Ford Ball Valve Curb Stop B44-777-M-Q 2" Minneapolis Thread, Mueller B-25155 2" Minneapolis Thread, or A.Y. McDonald 6104Q, part number 4182-081 2.7 CURB BOXES Revise this section as follows: 1. Furnish Minneapolis pattern base, extension type curb boxes having 7 foot extended lengths. Provide 5-foot stationary rods in all curb boxes. Use the following curb boxes: Mueller H10300 for 3/4"and I" services Mueller H 10300-99002 for 1 '/2" and 2" services AY McDonald 5615 with 5614L Iid for 1 '/z " and 2" services AY McDonald 5614 with 5614L lid for 3/4 " and 1" services Ford EM2-70-57-60R for l %2"and 2"services Ford EM2-70-56-60R for 3/4"and 1"services 2.8 VALVES A. Gate Valves Revise this section as follows: - 3. Gate valves shall be used for all lines from 4" up to and including 20". Furnish gate valves for underground installation equipped with a 2-inch square operating nut for key operation. All valves are to open counterclockwise. Valves are to be equipped with mechanical joints for pipe connections. Furnish Mueller 2360 valves for sizes 12" and smaller, and Mueller 2361 valves for sizes 14" to 20". B. Butterfly Valves Revise this section as follows: 1. Furnish Class 250, rubber seated, butterfly valves for water distribution systems sized 24"and larger,meeting AWWA C504 requirements.Valves to be equipped with mechanical joint ends and lubricated screw type operators designed for underground service. Furnish butterfly valves by Mueller, Kennedy, or M&H. Add the following section: C. OS & Y Valves 1. For service lines 4" and larger, furnish a UL listed flanged Kennedy or Mueller OS &Y valve as the first fitting inside the building. For fire service lines 2" and smaller, furnish a NIBCO T-104-0 OS & Y valve as the first fitting inside the building. COBMODS 2004 Addendum 1 Page-5-of 11 SECTION 02660 2.9 VALVE BOXES Add the following requirement: B. Valve boxes shall be East Jordan Iron Works 8560 series. 2.10 FIRE HYDRANTS Revise this section as follows: B. Furnish hydrants with 5'/4"valve openings,flanged inlet,one 4"pumper connection and two 2'/2"hose connections. Assure hose nozzle threads meet ASA Specification B26 for National Standard Fire Hose Coupling Screw Threads,7'/z threads per inch. Assure hose and pumper nozzle threads match City of Bozeman standards. Furnish National Standard operating nut. Furnish hydrants opening counterclockwise and having an arrow on the hydrant top designating the opening direction. D. Paint the hydrant portion above the ground line red. Furnish hydrants so that there is a minimum of 6%' of cover over the hydrant lead unless specified otherwise on the approved plans. Furnish Mueller Super Centurion 250 model hydrants. Furnish Mueller Defender Security Device,with locks keyed to City of Bozeman Standard, for each hydrant installed. 3.2 PIPE INSTALLATION FOR WATER MAINS C. Laying of Pipe Revise as follows: 10. Construct reaction or thrust blocks at all tees, tapping tees, plugs, valves (except tapping valves and hydrant auxiliary valves that are part of a hydrant assembly),reducers, caps,vertical bends, and at horizontal bends deflecting 22'/2' or more. Limit using metal rods or straps for thrust restraint to those specified on the plans, or where the use of concrete thrust blocks would be impractical. Do not use metal rods or straps unless specifically approved by the City of Bozeman. Construct reaction blocks from concrete having a minimum compressive strength of 3,000 pounds per square inch at 28 days. Place blocking between undisturbed ground and the fitting to be anchored,as shown on Standard Drawing 02660-1. The size of thrust(gravity)blocks for vertical bends will be as designed by the Engineer. Place the blocking so that pipe and fitting joints are accessible for repair. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug® , Uni-FlangeT" , MJ Field Lok® Series DI, Field Lok® 350 Gaskets for push-on joints,manufactured by US Pipe,or approved equal joint restraints, for all fittings that require thrust restraint, except for cut-in or tapping tees(for mains or services)and bends on service lines inside building foundations, unless specifically prohibited by the City of Bozeman. Install the mechanical restraints in accordance with manufacturer's specifications and at all joints as specified by the Engineer. COBMODS 2004 Addendum 1 Page-6-of 11 SECTION 02660 D. Pipe Jointing 1. Rubber Gasket, "Push-On"Joints Add the following requirement. b. All sections of newly installed water main shall provide continuity for electrical current. In order to provide continuity,insert a minimum of three brass or bronze conductive wedges in the joints of ductile iron pipe. Insert a copper wedge between cast iron and ductile iron pipe joints in accordance with manufacturer's recommendations. Conduct a continuity test of new mains when required by the Engineer or City of Bozeman. 3. Connections to Existing Mains Add the following requirements: C. All wet taps to water mains in use shall be made by the City of Bozeman Water Department at the expense of the Contractor. All dry taps or connections shall be made by the Contractor. Any new or existing valve which controls water in the municipal system shall be operated by City of Bozeman personnel only. d. The Contractor is responsible for 24 hour advance notification, in writing, to all affected customers of a water main shut-down. The written notification is to include the date,time and estimated duration of interrupted service. The written notification is also to include the name and phone number of the Contractor's representative who is coordinating the shut-down as well as the phone number of the City of Bozeman Water Department. All commercial customers affected by the water main shut-down must sign a notification sheet acknowledging that they have been informed of the date and time of the shut-down. The City of Bozeman reserves the right to determine the likely duration of the main shut-down based on the proposed work and Contractor experience, and require the installation of temporary water services by the Contractor. e. Clean and disinfect temporary water systems in accordance with the requirements for cleaning and disinfecting new water mains. Do not connect existing services to the temporary system until bacteriological tests show successful disinfection. Provide backflow protection at the point of connection of the temporary system to the municipal system, and at each point of connection of the temporary water system to the individual services. f. Remove any existing blow-offs or temporary flushing hydrants upon completion of the connection to the existing main,and install a brass plug upon removal of the corporation stop. COBMODS 2004 Addendum 1 Page-7-011 SECTION 02660 3.4 TESTING, CLEANING &DISINFECTING WATER MAINS. VALVES &FITTINGS A. Hydrostatic and Leakage Testing 1. Add the following: The required minimum hydrostatic pressure for any test is 200 psi. 2. Add the following: Assure that the testing gauge is marked in increments no greater than 10 psi. 4. Revise this section as follows: Conduct the leakage test concurrently with the hydrostatic pressure test for 2 hours. Leakage is defined as(1)the quantity of water supplied into the pipe,or any valved section thereof,necessary to maintain pressure within 5 PSI of the specified test pressure (after the pipe has been filled with water and purged of air)for the duration of the 2 hour test period, and (2) the quantity of water supplied into the pipe, or any valved section thereof, required to return the pressure to the specified test pressure at the end of the 2 hour test period. Add the following requirements: 11. Chlorination,testing,and sampling shall comply with AWWA Standard C651- 92. There shall be no allowable leakage for resilient seat gate valves. At least 24 hours prior to beginning water main tests,a testing schedule shall be submitted by the Contractor to the City Engineering Office for approval. The schedule shall specify the proposed sequence of testing and the methods and procedures which will be used to complete the tests. Hydrostatic and leakage testing shall not be conducted concurrently with chlorination of water mains. All heavily chlorinated water must be flushed from the system prior to pressurizing the new mains. 12. Any existing or new water main valves which are used to take water from the City of Bozeman distribution system for the purpose of filling,testing, chlorination or flushing, shall be operated by the City of Bozeman Water Department personnel only,with the Contractor requesting such operation at least 24 hours in advance. All existing water main valves are to be operated only by City of Bozeman Water Department personnel. 13. Allow five days after placement of concrete for thrust blocks before performing hydrostatic or leakage testing. If high-early strength concrete is used, allow two days after placement of concrete before performing hydrostatic or leakage testing. Provide adequate cold blocking as required for all thrust blocks that will not have the necessary curing time prior to testing. 14. For sections of mains that cannot be hydrostatically tested, assure that all joints are visually inspected for leakage under line working pressure by City of Bozeman representative prior to backfilling. COBMODS 2004 Addendum 1 Page-8-of 11 SECTION 02660 B. Cleaning Water Mains Add the following requirements: 5. Prior to any main flushing the City of Bozeman Engineering Office shall be notified and provided with a flushing schedule and plan a minimum of 24 hours in advance of any main flushing. The City of Bozeman Fire Department shall be allowed adequate access to conduct pressure and flow testing of fire hydrants during the flushing process. 6. Any existing or new water main valves which are used to take water from the City of Bozeman distribution system for the purpose of filling,testing, chlorination or flushing, shall be operated by the City of Bozeman Water Department personnel only with the Contractor requesting such operation at least 24 hours in advance. All existing water main valves are to be operated only by City of Bozeman Water Department personnel. 7. Install an adequately-sized corporation stop on all main stubs longer than 10 feet to allow for the flushing of the stubs (see Table 1 MPW Section 02660). Following completion of all tests,remove corporation stops,install brass plugs,and assure plugs do not leak after main has been charged.A representative from the City of Bozeman must witness this work. D. Bacteriological Tests 1. Revise this section as follows: After final flushing and before the water main is placed in service,test a sample,or samples, collected from the main(s)for turbidity and organisms. Collect at least one sample for every 1200 feet of new main and from each branch. a. Once the water main has been flushed following the successful completion of chlorination and pressure testing, the water line must be refilled with water and allowed to sit a minimum of 24 hours prior to the collection of samples for bacteriological tests. A second set of samples is to be taken a minimum of 24 hours after the first set of - samples. Samples shall be taken in accordance with AWWA Standard C651-92. New water mains shall be placed in service by City of Bozeman personnel only. b. Collect samples from new water mains out of service lines or temporary taps. Samples may only be taken out of fire hydrants or flushing hydrants if approved in advance by the City of Bozeman. If hydrants are approved as sample locations,operate hydrants using the auxiliary valves or curb stops to prevent groundwater from entering hydrant. Assure that hydrants are kept from freezing during testing. COBMODS 2004 Addendum 1 Page-9-of 11 SECTION 02660 C. Following the completion of bacteriological tests, assure that all temporary piping has been removed, and all temporary corporation stops have been removed and replaced with brass plugs. 3.6 VALVES C. Valve Thrust Blocks 1. Revise this section as follows: Install valves with thrust blocks and anchor rods meeting City of Bozeman Standard Drawing 02660-3 requirements. Thrust blocks are required on all valves size 6" and larger, except for tapping valves and hydrant auxiliary valves attached to the hydrant shoe flange. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug®, Uni-FlangeT", MJ Field Lok® Series DI, or approved equal joint restraints. 3.7 FIRE HYDRANTS B. Revise this section as follows: Provide drainage at the hydrant base by placing clean gravel under and around it. Place gravel at least I foot on all sides from the base of the hydrant to at least 6 inches above the drain opening. Brace the hydrant against undisturbed earth at the trench end with concrete backing as detailed on the plans. In lieu of concrete thrust blocks, thrust restraint may be provided utilizing Megalug®, Uni-FlangeT",or approved equal joint restraints.Furnish hydrants with the specified gate valves. Install hydrants meeting City of Bozeman Standard Drawings 02660-4 and 02660-5. Where no curb exists or the minimum distance of three feet behind the curb cannot be met or there is no other adequate protection, install protective barrier posts in accordance with City of Bozeman Standard Drawing 02660-8 when required by the Water Superintendent. 3.8 SERVICE LINE INSTALLATION Revise this section as follows: A. Provide all work and materials for the complete service line installation, including trench excavation and backfill;making the water main tap;furnishing and installing the corporation stop,curb stop and box,service clamp where necessary,and service line with fittings as required to make the connections to the stops. Provide a minimum of 6'/2 feet of cover measured as noted on City of Bozeman Standard Drawing No. 02660-6. Use compression fittings for all service line fittings. Do not use sweat or solder fittings. Use a continuous length of pipe with no couplings between the corporation stop and the curb stop for 3/4" and 1" services. B. Mark the water service line stub end using a steel fence post painted blue, 6.5 feet long,buried 2.5 feet in the ground. Set post 1' from curb box. After bacteriological tests have passed and the test results have been submitted to the Water Department, open all curb stops in the presence of the Engineer to assure the service lines are COBMODS 2004 Addendum 1 Page-10-of 11 SECTION 02660 flushed and all corporation stops are open. All main line valves are to be operated by Water Department personnel only. C. Service line installation from the end of the stub into the building shall be as per City of Bozeman Standard Drawings 02660-12 or 02660-15. Service lines shall not be installed from the end of the stub into the building until the main line has been accepted by the City and placed into service. The water service line from the stub into the building may be reduced in size, however the size reduction must be made within 18"of the curb stop or outside valve. Connections to existing stubs(either for domestic or fire service)that have remained dormant or unused longer than 6 months may require re-flushing or disinfection at the discretion of the Water Superintendent prior to being placed into service. The Water Superintendent may require bacteriological testing to assure that the dormant line has not become contaminated. 3.9 TAPPING Revise this section as follows: A. Tap the newly installed water mains unless specified otherwise. Provide a minimum distance of 18"between service taps. The City of Bozeman Water Department will tap any existing water mains. For taps on existing mains, the Contractor is responsible for scheduling and coordinating with the Water Department. The Contractor will be charged a fee for each tap made by the Water Department. All taps on existing mains require tapping saddles and corporation stops to be supplied and installed by the Contractor prior to tapping of the main by the Water Department. B. Perform tapping using an approved tapping machine using clean, sharp drill taps and/or shell cutters. 3/4-inch and 1-inch taps may be made directly into the barrel of ductile iron pipe without using service saddles. Direct tap into the pipe barrel to the depth exposing a maximum three threads of the corporation stop. Taps greater than 1" on a 6" line require the use of saddle clamps. Taps 4"and larger to existing water mains which are 4" and larger require the use of a tapping sleeve and valve. COBMODS 2004 Addendum 1 Page-11 -of 11 SECTION 02660 SECTION 02720 STORM DRAIN SYSTEMS 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02720-1, 30" Standard Storm Drain Inlet Delete: Standard Drawing No. 02720-3, Sanitary Sewer and Storm Drain Manhole Delete: Standard Drawing No. 02720-4, Standard Straight Manhole Delete: Standard Drawing No. 02720-5, 48" Standard Manhole Delete: Standard Drawing No. 02720-8, Standard Cast Iron Cover Delete: Standard Drawing No. 02720-9, Standard 24" Cast Iron Ring Add. City of Bozeman Standard Drawing No. 02720-1, 36" Standard Storm Drain Inlet Add. City of Bozeman Standard Drawing No. 02720-1 A, Standard Square Storm Drain Inlet Add. City of Bozeman Standard Drawing No. 02720-113, Combination Manhole and Curb Inlet Add. City of Bozeman Standard Drawing No.02720-3, Sanitary Sewer and Storm Drain Manhole Add.• City of Bozeman Standard Drawing No. 02720-4, Standard Straight Manhole Add: City of Bozeman Standard Drawing No. 02720-11, Storm Drain Debris Rack 2.1 GENERAL A. Add the following: All culverts shall be reinforced concrete with flared-end sections unless otherwise approved by the City Engineer. All public storm drain systems shall be constructed with reinforced concrete pipe, or with solid-wall or corrugated PVC pipe for pipe sizes 36"and less. 2.2 MANHOLES D. FRAMES AND COVERS Revise this section as follows: 1. Furnish Municipal Castings 305 frame with 305-A cover,Inland Foundry 772 --- frame with 772-B cover,Deeter 1025,D&L Foundry A-1172 with 1"depth cover and cover seat,or approved equal. Assure that all covers have two pick holes, I" minimum, 1 '/4 " maximum diameter. Cover lettering shall be "Storm Drain". 2.4 INLETS AND CATCH BASINS Revise this section as follows: A. Unless otherwise approved,furnish either of the following frames and grates:Neenah R-3067-L,Deeter 42047L, D &L Foundry 1-3519, or Inland Foundry 515-7. COBMODS 2004 Addendum 1 Page 1 of 2 SECTION 02720 3.2 MANHOLES A. Construction 1.Revise this section as follows: Construct manholes to the specified dimensions. Unless otherwise shown on the plans,do not form channels in storm drain manholes. Assure that the lowest pipe invert is 9" higher than the base of the manhole. COBMODS 2004 Page 2 of 2 SECTION 02720 SECTION 02730 SANITARY SEWER COLLECTION SYSTEMS 1.4 STANDARD DRAWINGS Delete: Standard Drawing No. 02720-3, Sanitary Sewer and Storm Drain Manhole Delete: Standard Drawing No. 02720-4, Standard Straight Manhole Delete: Standard Drawing No. 02720-5, 48" Standard Manholes Showing Two Types of Cone Sections Delete: Standard Drawing No. 02720-8, Standard Cast Iron Cover - Delete: Standard Drawing No. 02720-9, Standard 24" Cast Iron Ring Delete: Standard Drawing No. 02730-2, Sanitary Sewer Service Line Delete: Standard Drawing No. 02730-3, Deep Sanitary Sewer Service Line Add. City of Bozeman Standard Drawing No. 02660-16, Water and Sewer Main and Services Location Standards Add: City of Bozeman Standard Drawing No. 02720-3, Sanitary Sewer and Storm Drain Manhole Add. City of Bozeman Standard Drawing No. 02720-4, Standard Straight Manhole Add. City of Bozeman Standard Drawing No. 02730-2, Sanitary Sewer Service Line --, Add. City of Bozeman Standard Drawing No. 02730-4, Sanitary Sewer Cleanout Add: City of Bozeman Standard Drawing No. 02730-5, Standard Drop Manhole 2.1 GENERAL A. Revise this section as follows: Furnish new sewer pipe and fittings as specified in the Contract Documents and meeting the materials and testing requirements of this Section. Furnish in-line wye branches of the same material and design as the sewer pipe unless specified otherwise. Saddle-type fittings are allowed only upon approval by the Sewer Superintendent. Pipe strength classifications are shown on the plans and/or are listed in the Contract Documents. Do not use tee branches unless specifically approved by the City of Bozeman. 2.2 PIPE MATERIALS Delete the use of High Density Polyethylene (HDPE) Pipe 2.3 MANHOLES A. General I. Add the following: Do not use flat-top (straight) manholes unless specifically called out on the plans or in the Contract Documents. Unless noted otherwise, flat-top manholes are only to be used when the distance from the rim to the invert is less than 6 feet. COBMODS 2004 Addendum 1 Page-1 -of 4 SECTION 02730 D. Frames and Covers 1. Revise this section as follows: Furnish Municipal Castings 305 frame with 305-A cover, Inland Foundry 772 frame with 772-B cover, Deeter 1025, D & L Foundry A-1172 with 1" depth cover and cover seat, or approved equal. Assure that all covers have two pick holes, 1" minimum, 1 '/4" maximum diameter. Cover lettering shall be"Sanitary Sewer". 3.1 PIPE AND SERVICE LINE INSTALLATION D. Laying Pipe Delete references to tee fittings. E. Tolerances 1. Revise as follows: Install the pipe within 1/2"of the specified alignment and within 1/4"of the specified grade,provided that such variation does not result in a level or reverse sloping invert. 3.2 MANHOLES A. Construction 2. Add the following requirement: Unless otherwise approved by the City of Bozeman,make all break-in connections to existing manholes by using a core drilling machine. 3. Revise this section as follows: Install adjusting rings on each manhole to bring the manhole rim elevation to match the existing or specified ground elevations. A maximum of 12" of adjusting rings are permitted. Furnish concrete adjusting rings reinforced with the same percentage of steel as the riser and top, or HDPE adjusting rings. To adjust the rim to match the slope of a street, use tapered adjusting rings. Install Ram-Nek or approved equal joint sealant compound between the first adjusting ring and the top of the manhole,between each adjusting ring,and between the last adjusting ring and the manhole frame. 3.3 SANITARY SEWER SERVICE LINES A. Revise this section as follows: Construct service lines in accordance with City of Bozeman Standard Drawing No. 02730-2. Install the service line to a point 8 feet past the property line unless shown or specified otherwise on the plans. Plug the end of the service line with a stopper and gasket,using a gasket of the same type used for pipe jointing. Do not grout the plugs.For multiple service lines installed in the same COBMODS 2004 Addendum 1 Page-2-of 4 SECTION 02730 trench,maintain a minimum of 2 feet clear between each service line and service tap. For service lines connected to existing mains, use Schedule 40 PVC pipe, and provide all equipment,material,labor and incidentals necessary to install the service line from the main to the building. The City of Bozeman Sewer Department shall make all main taps for new sewer services connected to existing mains, at the Contractor's expense. 3.4 TESTS A. Add the following requirements: At least 24 hours prior to beginning sewer main and manhole tests, provide a testing schedule to the Engineer and the City Engineering Office for approval. Specify the proposed sequence of testing and the methods and procedures which will be used to complete the tests. D. Water Test I. Add the following requirement: If the water test method is used, verify groundwater levels at the time of testing by installing piezometers or test pits in the immediate area of the sewer line that is being tested. E. Air Test (Alternate) 9. Revise this section as follows: For test.sections exceeding the maximum lengths, either shorten the test section to an allowable length;test according to Uni-Bell Standard Uni-B-6-98; or use the water test. Add the following requirement: 10. If the air test method is used to test the sewer mains, test manholes for leakage by filling each manhole with water to the top of the manhole. Measure the leakage by checking the water level drop in the manhole over a four hour period.Allow time to soak the manholes in advance of performing tests. The allowable leakage for manholes is 0.1 gal/hr/ft-dia/ft-head. G. T.V. Inspection 1. Revise this section asfollows: All sewers are required to be inspected using a television camera before final acceptance. All television inspections of new sewers shall be done by the City of Bozeman Sewer Department at Contractor expense unless otherwise approved by the Water/Sewer Superintendent. Schedule inspections with the Sewer Department a minimum of one week in advance.Adequately flush the sewer lines prior to each television inspection. T.V. inspection of dry sewer lines is not acceptable. A sewer line will be considered deficient and unacceptable if 1) the alignment is outside the COBMODS 2004 Addendum 1 Page-3-of 4 SECTION 02730 specified limits, 2) water ponds in any section to a depth equal to or greater than a value 2 times the grade tolerance specified herein under Section 02730 3.1 E. 1., or 3) the pipe has visible defects such as open joints, pinched gaskets, cracked barrels or bells,or similar defects. Correct any deficiencies and schedule a re-inspection by the Sewer Department. COBMODS 2004 Addendum 1 Page 4 of 4 SECTION 02730 Add the following new section: SECTION 09810 STREET SIGNS PART 1 -GENERAL 1.1 DESCRIPTION A. This section is furnishing,fabrication,installation and the removing and resetting of signs in accordance with these and other specifications,the Standard Drawings,and in the location as shown on the plans or as directed by the Engineer. 1.2 REFERENCES MUTCD Manual of Uniform Traffic Control Devices 1.3 STANDARD DRAWINGS Standard Drawings in Appendix C applicable to this section are as follows: City of Bozeman Standard Drawing No. 09810-1, Sign Installation Standards City of Bozeman Standard Drawing No. 09810-2, Dead End Barricade City of Bozeman Standard Drawing No. 09810-3, Standard Street Marker Sign Location 1.4 DEFINITIONS A. The following definitions define the signing work to be done when the respective terms are used in the Contract. 1. NEW Signs designated "New" are to be furnished new and erected at the locations specified. 2. REUSE Signs designated 'Reuse"are to be removed from the existing post or - posts and remounted on a new post or posts at the locations specified. 3. REPLACE Signs designated 'Replace" are to be removed and replaced with the specified "New" standard signs, including new post or posts, at the existing or specified new locations. 4. RESET Signs designated 'Reset"are to be removed and reset at the locations specified using the existing sign faces and supports. 5. REMOVE Signs designated 'Remove" are to be removed,to include the sign or sign assembly and sign supports. COBMODS 2004 Page-1 -of 3 SECTION 09810 PART 2 - PRODUCTS 2.1 POSTS A. Use 2" perforated square tube 14 gauge galvanized steel posts for all sign posts unless otherwise specified on the plans. Use Telspar or approved equal sign posts. Anchor posts as shown on Standard Drawing 09810-1. 2.2 STREET NAME MARKER SIGNS A. Provide street marker (D-3) signs which meet all applicable MUTCD Standards. Furnish flat-blade aluminum sign blanks, 0.08 inches thick. For local streets, use 6 inch sign blanks;for collector or arterial streets,use 9 inch sign blanks. Use engineer grade green reflective sheeting on the sign blanks. Provide a 1/4" white border around the edge of the sign. Use white Series "C" letters for the street name. For local streets, assure that the prefix and suffix copy are 2 inch upper case letters, centered top to bottom,and that the primary.copy is 4 inch letters all uppercase. For collector and arterial streets, street names shall have 6 inch uppercase letters, and 3 inch letters for street abbreviations or city sections (e.g. Street, Avenue, Road). Attach signs back to back on sign post with two 3/8" drive rivets. 2.3 REGULATORY, WARNING, CONSTRUCTION, AND GUIDE SIGNS A. Assure that all signs meet applicable MUTCD Standards. Furnish construction grade aluminum sign blanks,0.08 inches thick. Use engineer grade reflective sheeting for the facing. Attach signs to the posts with a minimum of two 3/8" drive rivets. 2.4 SIGNPOST FOUNDATION SLEEVES A. Furnish 2'/4" non-perforated 12 gauge galvanized steel square tube foundation sleeves for all sign posts. Use "Telspar Quik Punch" or approved equal. Install sleeves in concrete anchor as shown on Standard Drawing 09810-1. PART 3 -EXECUTION 3.1 SIGN INSTALLATION A. Assure that all signs are installed according to MUTCD Standards. Locate signs where shown on the plans or as directed by the Engineer. Assure that signs are installed plumb, at the correct height, and with the edge of the sign a minimum of two feet from the face of the curb or edge of pavement. 3.2 SIGN REMOVAL OR REPLACEMENT A. As directed by the Engineer, salvage existing signs designated to be removed or COBMODS 2004 Page-2-of 3 SECTION 0981 D replaced to the site specified by the City of Bozeman. Properly dispose of all signs designated for removal or replacement which have not been designated for salvage. -PART 4-MEASUREMENT AND PAYMENT 4.1 GENERAL A. The following are pay items for the work covered under this section. Payment for these items is full compensation for providing all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto, whether specifically mentioned herein or not. 1.NEW SIGNS Measurement of signs is per each sign installed. Payment for signs is made at the contract unit price bid per each sign installed, which includes furnishing and installing sign posts and sign faces and all other work necessary or incidental for completion of the item. 2. REUSE SIGNS Measurement of signs is per each sign installed. Payment for signs is at the contract unit price bid per each sign reused. Such price or prices and payment will be full compensation for furnishing and erecting the new sign supports and remounting the sign, removing and disposing of the existing sign supports,and backfilling of removal sites. 3. REPLACE SIGNS Measurement of signs is per each sign replaced. Payment for signs is at the contract unit price bid per each sign replaced. Such price or prices and payment will be full compensation for removing and disposing of the existing sign and furnishing and erecting the new sign supports and sign faces. - 4. RESET SIGNS Measurement of signs is per each sign reset. Payment will be made at the contract unit price bid per each sign reset. Such price and payment will be full compensation for all work and materials including dismantling and removal, resetting, furnishing and installing break away devices (if required), breakdown of foundation material and backfill of removal sites, and all incidentals necessary to complete the work. When not provided for in the contract, reset signs will not be paid for directly but will be considered incidental to and included in payment for other items in the contract. 5. REMOVE SIGNS Measurement of signs is per each sign removed. Payment will be made at the contract unit price bid per each sign removed. Such price and payment will be full compensation for removing each sign and supports, removal from the project,breakdown of foundation material,and backfilling removal sites. COBMOCS 2004 Page-3-of 3 SECTION 09810 APPENDIX A MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STANDARD DRAWINGS Drawing Description Status 2213-1 Manhole Adjustment Detail Replaced 2213-2 Water Valve Adjustment Detail Replaced 2221-1 Typical Utility Trench Detail Active 2221-2 Pipe Bedding Alternate Active 2222-1 Trench Plug Excavation Detail Active 2528-1 Detail of Standard Curb and Gutter Replaced 2528-2 Detail of Drive Over Curb and Gutter Deleted 2529-1 Double Gutter Detail for Street Intersection Replaced 2529-2 Standard Fillet Replaced 2529-3 Type I Street Monument Replaced -; 2529-4 Type II Street Monument Deleted 2529-5 A Boulevard Drive Approach Detail Replaced 2529-5 B Curb Walk Drive Approach Detail Replaced 2529-6 Retrofit Drive Approach Active 2529-7A Boulevard Alley Approach Detail Active 2529-713 Curb Walk Alley Approach Detail Replaced 2529-8 AccessibiIity Ramp Replaced 2529-9 Swale Crossing Deleted 2529-10 Mailbox Mounting For Curbline Delivery Active 2660-1 Thrust Blocking for Water Main Fittings Active 2660-2 Water And Sewer Main Separation Active 2660-3 Thrust Blocking For Water Main Valves Replaced 2660-4 Fire Hydrant Setting Replaced 2660-5 Hydrant Location Detail Replaced 2660-6 Water Service Line Replaced 2660-7 Blowoff Valve Replaced 2720-1 30" Standard Storm Drain Inlet Replaced 2720-2 24" Standard Riser Inlet Active 2720-3 Sanitary Sewer And Storm Drain Manhole Replaced 2720-4 Standard Straight Manhole (ASTM.C-478) Replaced - 2720-5 48" Standard Manhole(Cone Sections) Deleted 2720-6 Precast Manhole Bases Active 2720-7 Typical Manhole Channel Details Active 2720-8 Standard Cast Iron Manhole Cover Deleted 2720-9 Standard 24" Cast Iron Ring Deleted 2720-10 Storm Drain Service Line Active 2730-1 Nomograph For Air Testing Gravity SewerMains Active 2730-2 Sanitary Sewer Service Line Replaced 2730-3 Deep Sanitary Sewer Service Line Deleted COBMODS 2004 1 of] APPENDIX A is APPENDIX B CITY OF BOZEMAN STANDARD DRAWINGS Drawing Description 01570-1 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site Closing One Lane 01570-2 Traffic Control,Minimum Standard, Urban Work Site,2 Lane Road, Work Site On Centerline 01570-3 Traffic Control,Minimum Standard, Urban Work Site,4 Lane Road, Work Site On Centerline Partially Blocking Inside Lanes 01570-4 Traffic Control,Minimum Standard,Urban Work Site,2 Lane Road, I Lane Partially or Fully Closed By Work Area 01570-5 Traffic Control,Minimum Standard,Rural Work Site,Work Adjacent to the Present Traveled Way 01570-6 Traffic Control,Minimum Standard,Rural Work Site,Utility Work On or Across the Present Traveled Way 02213-1 Manhole Adjustment Detail 02213-2 Water Valve Adjustment Detail 02528-1 Integral Concrete Curb and Gutter 02529-1 Double Gutter Detail for Street Intersection 02529-2 Standard Fillet 02529-3 Type I Street Monument 02529-5 Driveway Approach With Sidewalk Adjacent to Curb 02529-713 Curb Walk Alley Approach 02529-8 Pedestrian Ramp 02529-8A Blended Transition Pedestrian Ramp 02529-11 Residential Driveway Approach and Sidewalk Details 02529-12 Non-Residential Driveway Approach 02529-13 Non-Residential Driveway Approach for Arterial Streets -- 02529-14 Concrete Storm Drainage Outlet and Inlet Chases 02529-15 Publicly-Maintained Sidewalk 02581-1 Typical Pavement Markings for Pedestrian Crossings(Type "A" Crossings) -' 02581-2 Typical Pavement Markings for School Crossings (Type 'B" Crossings) 02660-3 Thrust Blocking For Water Main Valves 02660-4 Fire Hydrant 02660-5 Hydrant Location Detail 02660-6 Water Service Line 02660-7 Typical Blowoff -- 02660-8 Hydrant Barrier Posts 02660-10 Typical Valve/Tee Restraint 02660-11 Water Main Crossing Below Existing Sewer Main COBMODS 2004 Addendum ] Page 1 of 2 APPENDIX B Drawing Description 02660-12 Standard Domestic Service Line Installation for Sizes 4" and Larger 02660-13 Standard Fire Service Line Installation For Class I, II and III Systems 02660-14 Standard Fire Service Line Installation For Class IV and V Systems 02660-15 Water Service Line From Curb Stop to Building(Lines 2" and Smaller) 02660-16 Water and Sewer Main and Services Location Standards 02660-17 Water Service Interior Clearances 02720-1 36" Standard Storm Drain Inlet 02720-1A Standard Square Storm Drain Inlet 02720-1B Combination Manhole and Curb Inlet 02720-3 Sanitary Sewer and Storm Drain Manhole 02720-4 Standard Straight Manhole 02720-11 Storm Drain Debris Rack 02730-2 Sanitary Sewer Service Line 02730-4 Sanitary Sewer Cleanout 02730-5 Standard Drop Manhole 09810-1 Sign Installation Standards 09810-2 Dead End Barricade 09810-4 Standard Street Marker Sign Location COBMODS 2004 Addendum I Page 2 of 2 APPENDIX B APPENDIX C Complete list of Standard Drawings to be used with the City of Bozeman Modifications to Montana Public Works Standard Specifications,Fifth Edition, March,2003: Drawin; Description COB 01570-1 Traffic Control, Minimum Standard, Urban Work Site, 4 Lane Road, Work Site Closing One Lane COB 01570-2 Traffic Control,Minimum Standard, Urban Work Site, 2 Lane Road, Work Site On Centerline COB 01570-3 Traffic Control,Minimum Standard, Urban Work Site, 4 Lane Road, Work Site On Centerline Partially Blocking Inside Lanes COB 01570-4 Traffic Control,Minimum Standard,Urban Work Site,2 Lane Road, l Lane Partially Or Fully Closed By Work Area COB 01570-5 Traffic Control,Minimum Standard,Rural Work Site,Work Adjacent To the Present Traveled Way COB 01570-6 Traffic Control, Minimum Standard, Rural Work Site, Utility Work On or Across the Present Traveled Way COB 02213-1 Manhole Adjustment Detail COB 02213-2 Water Valve Adjustment Detail MPW 02221-1 Typical Utility Trench Detail MPW 02221-2 Pipe Bedding Alternate MPW 02222-1 Trench Plug Excavation Detail COB 02528-1 Integral Concrete Curb And Gutter COB 02529-1 Double Gutter Detail For Street Intersection COB 02529-2 Standard Fillet COB 02529-3 Type I Street Monument - COB 02529-5 Driveway Approach With Sidewalk Adjacent To Curb MPW 02529-6 Retrofit Drive Approach COBMODS 2004 Pagel of 3 APPENDIX C MPW 02529-7A Boulevard Alley Approach Detail COB 02529-7B Curb Walk Alley Approach COB 02529-8 Pedestrian Ramp COB 02529-8A Blended Transition Pedestrian Ramp MPW 02529-10 Mailbox Mounting for Curbline Delivery COB 02529-1 1 Residential Driveway Approach and Sidewalk Details COB 02529-12 Non-residential Driveway Approach COB 02529-13 Non-residential Driveway Approach for Arterial Streets COB 02529-14 Concrete Storm Drainage Outlet and Inlet Chases COB 01529-15 Publicly-Maintained Sidewalk COB 02581-1 Typical Pavement Markings for Pedestrian Crossings COB 02581-2 Typical Pavement Markings for School Crossings MPW 02660-1 Thrust Blocking for Water Main Fittings MPW 02660-2 Water And Sewer Main Separation COB 02660-3 Thrust Blocking For Water Main Valves COB 02660-4 Fire Hydrant COB 02660-5 Hydrant Location Detail COB 02660-6 Water Service Line COB 02660-7 Typical Blowoff COB 02660-8 Hydrant Barrier Posts COB 02660-10 Typical Valve/Tee Restraint COB 02660-11 Water Main Crossing Below Existing Sewer Main COB 02660-12 Standard Domestic Service Line Installation for Sizes 4" and Larger COBMODS 2004 Addendum I Page 2 of 3 APPENDIX C COB 02660-13 Standard Fire Service Line Installation For Class I, II And III Systems COB 02660-14 Standard Fire Service Line Installation For Class IV And V Systems COB 02660-15 Water Service Line from Curb Stop to Building (Lines 2" and Smaller) COB 02660-16 Water And Sewer Main And Services Location Standards COB 02660-17 Water Service Interior Clearances COB 02720-1 36" Standard Storm Drain Inlet COB 02720-1A Standard Square Storm Drain Inlet COB 02720-IB Combination Manhole and Curb Inlet MPW 02720-2 24" Standard Riser Inlet COB 02720-3 Sanitary Sewer And Storm Drain Manhole COB 02720-4 Standard Straight Manhole MPW 02720-6 Precast Manhole Bases MPW 02720-7 Typical Manhole Channel Details MPW 02720-10 Storm Drain Service Line COB 02720-11 Storm Drain Debris Rack MPW 02730-1 Nomograph For Air Testing Gravity Sewer Mains COB 02730-2 Sanitary Sewer Service Line COB 02730-4 Sanitary Sewer Cleanout COB 02730-5 Standard Drop Manhole COB 09810-1 Sign Installation Standards - COB 09810-2 Dead End Barricade COB 09810-4 Standard Street Marker Sign Location COBMODS 2004 Addendum 1 Page 3 of 3 APPENDIX C r r- rn O 0) =w Ln a� �`'z O v M—L C/`�, zw n o In c CD ui U w N M N: Z O J �Dv YLLJ Z o p Z NW LLJwa N `'� Y Q ao •-�� -; 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''IIIII" �Illll�ililll' itI IIIII III. 'I'I lil Ilj llil'I'l ll!I I'Ili�i I'II�II�I .'liij llllll;ll ili ' I ,1 IlII',I� 'iilllllllllllil l'II I IIIII illliiil: � '''i!lli'ij I�i�Yil:Ilyiy�l��l i i91i i�Illl iil�l I' O IIIII j l I,{Ill rn •�P!ia,l�1i:yil''I�,"II"``llylli ylli:' Q ''9lllll,llll�'Illll i a� I l�l i.iliillll�i �d �II'�',I'll li4 T O !Il"i41i'i'illl ? W SURFACING `Nor&a AS"KT 1 �.... MSE COUNA,= z�•Nw. AND SVBGRAGE CONCRETE ADJVSRNc .i A,• MNG5 AS NECESS/ .J , 4 t I (j NOTES: 1. Adjust manholes upward with adjusting rings It under frame. 2. Adjust manhole downward by removing cone and barrel sections as necessary and replacing with sections of length required to match grade. I3. Slope manhole frame as required to mathch slope of street. f 4. Final manhole adjustment shall be made before paving. I5. All joints between manhole sections,top cone, adjusting rings,and manhole ring shall be watertight. Joint material shall be"Ram-Nek" or approved equal. I6. Manhole ring and cover shal be adjusted to match final crown and grade of street.Use Anderson Precast or approved equal concrete angled adjustment rings to obtain required angle. 7. Manhole ring and cover:use MCI 305 frame,305A cover,IFCO 772 frame, 772-B cover,or Deeter 1025,or D&L A-1172 with 1"cover. L_ CITY OF BOZEMAN Scale: MANHOLE ADJUSTMENT NO. 02213-1 T'ANDARD DRAWING None DETAIL Rev.April 2005 TOP OF NEW PAVEMENT 1 8" MIN., 1 4 MAX. 6` COMPACTED BASE & SUBGRADE NOTES: 1. Adjust water valves upward or downward as required. Final adjustment shall be made after paving and before seal coating. 2. Model No. 69 8550 series, East Jordan Iron works adjustable screw—type risers may be used to raise or adjust existing valve boxes only. 3. Valve box adjustment shown is designated as Type II-water valve adjustment. Type I water valve adjustment is similar except with a concrete collar. CITY OF BOZEMAN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 fANDARD DRAWING NONE DETAIL Feb. 2004 NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" (3Dcm) FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS* r 12"(30 cm) MIN. SUBGRADE OR GROUND SURFACE \ INSTALL DETECTABLE SLOPING, BENCHING OR WARNING TAPE 18"(45cm) SUPPORT SYSTEMS IN THIS BACKSLOPE AS SPECIFIED MAX. DEPTH AREA TO CONFORM TO TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A. REGULATIONS' REGULATIONS' TYPE "A","B", OR "C" ZAT � 6"(15cm) TRENCH BACKFILL \�/ •� �// / SELECT TYPE I BEDDING MATERIAL PLACED IN 6"(15cm) LAYERS do TYPE 1 PIPE BEDDING COMPACTED AS SPECIFIED PLACED IN 6"(15cm) MAX. / \ IN SECTION 02221. LAYERS AND COMPACTED 4"(1Ocm) \ THOROUGHLY. TRENCH WIDTH=O.D. OF PIPE PLUS 2'(60cm) TYPE 2 PIPE BEDDING MIN. TRENCH WIDTH= 3.5'(1.1m) j \� WHERE REQUIRED FOR � SOFT OR UNSTABLE \//` FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS. REVISED: 10/25/02 CITY OF BILLINGS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS NO. 02221-1 It is recognized that native materials which may be used for pipe bedding vary widely from area to area. Therefore, the following is offered as an alternate to the TYPE 1 pipe bedding specification in Section 02221: TRENCH EXCAVATION AND BACKFILL FOR PIPE— LINES AND APPURTENANT STRUCTURES. This alternate shall be used only if called for in the Special Provisions. It must be emphasized that no specification should be used without the engineer's evaluation of the particular situation. TYPE 1 PIPE BEDDING Type 1 pipe bedding, imported or naturally occurring on site, shall be gravel, gravel—sand mixture, or sand. The material shall be well graded and shall conform to the requirements for soil type GW (gra— vel, well graded) or SW (sand, well graded) of the Uni— fied Soil Classification System (USCS) as delineated in ASTM D2487 except, at the discretion of the engineer, the material may contain up to a maximum of 12 percent passing the 200 sieve provided the plasticity index of the material is 6 or less. The maximum size gravel shall be 3/4—inch. The coefficient of uniformity for gravel shall be 4 or greater and a coefficient of curvature between 1 and 3. Sand shall have a coefficient of uniformity of 6 or greater and a coefficient of curvature between 1 and 3. Type 1 bed— ding shall consist of a minimum of 4 inches(10 cm), or 118 the outside diameter of pipe, whichever is greater, bedding material under the pipe; and the bedding material around and over the pipe to a point a minimum 6 inches (15cm) above the top of the pipe unless specified otherwise in the Special Provisions. The coefficient of uniformity is defined as the ratio of grain size diameter at 601 passing to the grain size diameter at 10% passing expressed as: Cu = D60 D1 D The coefficient of curvature is defined as the position of the square of the grain size diameter at 309 passing to the product of the grain size diameter at 10% passing times the grain size diameter at 607 passing expressed as: CC = (D30)2 D1 o" D60 Where the naturally occurring material contains voids which would allow migration, sand bedding material shall not be used. Bedding material under and around the pipe to 6 inches (15cm) above the top of the pipe shall be placed by hand or other careful manner so as not to disturb the pipe, in maximum layers of 6 inches (15cm) and compacted to a minimum of 857. Standard Proctor ASTM D698 R, AASHTO T-99. Special care shall be taken to assure complete compaction under the haunches of the pipe. Backfill material shall be placed in the trench for its full width on each side simultaneously. Water settling of this portion of the trench will not be allowed. The addition of water shall be limited to that required for optimum moisture for maximum compaction of the .material. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: PIPE BEDDING ALTERNATEEN RD DRAWING STANDARD SPECIFICATIONS NONE 21 * A Ground Surface 3'(90 cm)I %�'''i r'i"''/%i',•' %/:/if''!ii 'f/i.;;,�i Std.Trench Backfill Trench Plug Material Select Pipe Bedding / Bottom of T rench Type I Bedding A � L10'(3 m) -- Section A-A Std.Trench Backfill Ground Surface Trench Wall ,'/',',,',',',,',','�,',',',,',',f',', Trench Wall / f / Plug Limit Plug Limit �3'(90 cm) J Plug Limit J Trench Bottom 3'(90 cm)—J —J L3 (90 cm) REVISED: 10/21/02 MONTANA PUBLIC WORKS SCALE: TRENCH PLUG STANDARD DRAWING STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL NO, 02222-1 5.4" (0.45') 24" 9.5" 2" 4" TOPSOIL a 3"R (TYP.) 4"R I 4 5„ d 1.5„ 3�4"TO PER 1' SLOPE 6„ 7.5„ f 9„ I� N/ d d° d a O d 0 O O 0 O O O O O O O O O 0,0 O O O O O CRUSHED GRAVEL O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O BASE — 3" MIN. 0000000000000000000000000000000 SUB—BASE COURSE AS REQUIRED COMPACTED SUBGRADE 0.5.. 1.5" 3/4" �3/4" PER 1' SLOPE _3 4" PER 1' SLOPE 6" 1 2" PER 1' SLOPE --� DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB NOTES: 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8". 3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' intervals. The expansion material shall extend through the full depth of the curb and gutter. 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 1996 ed.) For curb and gutter replacement projects, washed rock may be used for the gravel base. ITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528- 1 STANDARD DRAWING NONE CURB & GUTTER Revised Feb. 2003 CURB TO CURB WIDTH - VARIES FACE OF CURB rn 15' R (TYP) l� FACE OF GUTTER EXPANSION JOINT CONTROL JOINT / A BACK OF CURB FLOWLINE WITH CURB RETURN A FILLET AS ONE PIECE 6 DOWEL WITH 5 #4 X 36" JOINTS WILL BE REQUIRED IF EXISTING CURB SMOOTH REBAR EVENLY APPROX. EVERY 10 FEET RETURN, GRIND GUTTER SPACED ON 1' CENTERS TO FORM OUTLET WITH 3 1/2" OF COVER. CHANNEL WHEN THIS ONE ONEAE DN OF BBARS PLAN VIEW IS THE HIGH SIDE VARIABLE 6'-0" MIN. STREET SURFACE 3 1II/2" PER V ---- 1 \ REINFORCE WITH #4 SECTION A-A BARS ON 2' X 2' GRID NOTES: THE WIDTH WITH PROPORTIONAL INVERT MAY VARY TO SATISFY THE DESIGN REQUIREMENTS OF INDIVIDUAL APPLICATIONS. FINISHED STREET SURFACE TO BE 1/8" TO 1/4" ABOVE EDGES OF DOUBLE GUTTER. CITY OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO. 02529- 1 STANDARD DRAWING NONE FOR STREET INTERSECTION DEC. 2003 6' — 0" *1.5" 7,J a *Depth will vary proportionately 3" GRAVEL with width of cross drain 3' CROSS DRAIN CONTROL JOINT — SEAL WITH BITUMINOUS JOINT SEALER EXPANSION JOINT C 8" 10" EXTEND EXPANSION TUBES 3/4" PAST END OF STEEL DOWEL TO ALLOW FOR EXPANSION (IF DOWELS ARE USED) FILLET TO BE PLACED ON 3" COMPACTED GRAVEL BASE OR STREET BASE, WHICHEVER IS GREATER. CONCRETE TO BE EXPANSION JOINT AT 6' DEPTH FROM P.C. (TYP.) FACE OF CURB TO STREET 15' R (lYP.) 3/4" STEEL DOWELS (OPTIONAL) 'ITY OF BOZEMAN SCALE: STANDARD FILLET NO. 02529-2 STANDARD DRAWING NONE AUG. 1994 2" TO 2 1/2" DIAMETER BRASS CAP WITH ROUNDED TOP, SET FROM REFERENCE POINTS. ENGINEER TO MARK MONUMENT POINT IN CAP AFTER INSTALLATION. STREET PAVEMENT �1/8" TO 1/4" BELOW PAVEMENT 6" TO 9" BUT NO . DEEPER THAN 1/2" ABOVE BOTTOM OF BOX. d .«• GRAVEL BASE ... ... . .. ... . ... ... .. - r' 2 1/2" MIN. . a LEAVE GRAVEL EXPOSED FOR DRAINAGE. MIN. p a..° STANDARD CONCRETE (6 1/2 SACK MIX OR BETTER) Qa POURED IN PLACE OR PRECAST AND SOLIDLY PLACED. ° a . NON REINFORCED 6" MIN., ° ROUND OR SQUARE WITH 1/2" CHAMFERED CORNERS OR REINFORCED PRECAST 4" SQUARE WITH 1/2" CHAMFERED CORNERS AND 4 NO. 2 REBARS. MONUMENT BOX INLAND FOUNDRY CO. PATTERN NO. 1034 OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: TYPE 1 STREET MONUMENT I N0. 02529-3 STANDARD DRAWING NONE I Dec. 1999 RIVEWAY EXPANSION JOINT EXPANSION JOINT 1:12 MAX. SLOPE N Go���0��0 r1.5" ..............................................................................::.......................................................... .......................................................... I I EXPANSION JOINT FLOWLINE TRANSITION SECTION -5' MINIMUM -15' FOR NON-RESIDENTIAL APPROACH ON ARTERIAL STREETS r 6" M-4000 CONCRETE 29" � j �1.5" DRIVEWAY r 0 0 0 0 O 3" WASHED GRAVEL COMPACTED SUBGRADE SECTION VIEW CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH NO. 02529-5 IoTANDARD DRAWING NONE WITH SIDEWALK Revised ADJACENT TO CURB Dec. 1999 A r__________________' --------------------------------------------------- EXISTING CURBVALK ) I � I I I I � I I I j I SAW CUT OR REMOVE AT JOINT I I , I , � ROUNDING � I �i AS NEEDED JOINT (SEE BELOW) , W I'C2.5cn) LIP ola} / CSEE BELOW) J ) _ (,_(60cn) FLDW(LINE i AREA OF NEW CONSTRUCTION ( j iREMOVE EXISTING CURB AND GUTTER I EXISTING DRIVE A _J WIDTH OF DRIVEWAY VARIES OVER CURB MATCH EXISTING 2'-D'(60cn) ROUNDING TO RESTORE i Z EXISTING CURBVALK FLOW LINE MATCH EXISTING STREET SURFACE I'(2.5cn) LI I 6' MAX t p (15cn) I I Q o° G p oDo o�oO o0 op0 o C)o 00p 3'CBcn) GRAVEL BASE SECTION A-A REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING RE?ROFIT DRIVE APPROACH STANDARD SPECIFICATIONS NONE NO. 02529-6 O T C � n Pi J O C Q Q z � L N W i- r z �w p ri C 5 4 O > ZD ¢ v Z O - W W 61 u Li H ` ` . u a W a u� O U Z Lj O J Lj Q O J 0 3 � U J a > a W W x Q ;y r—� i O a W e W Q ti a:. o � cy Li O o \ z Wy W W ¢ Z'• 2 2 a Z 2 O'• •\ ;V W U O C6 a 2 ¢ r'.• W Ln Z a CN ru m w \ /• / a ao O Q W LLJI N 0 o m W 2 o `�fJ Nu a H � 4 ti � m t` z �, I Q W O) M k ° J N o 0 a N W w a u 0 Qwz Nu �Q-L.IQ O l �z3Zr-3w Z C)O O 0 Nm00 0!-:)Z JZ (n \ :2 0 0069-)WU)I Z / O W Z w 0 J 0 �\ woo .Ow" � JQ- 0 ZY>mX^ J1- A aza4a-1 Qow wNOOm1NW J i ` o J J>IwZ-o �OJ z o\/Q 3Q}OQou,C9 mQ L` z /�� w Z Um��WwW� tea.= I \ / ZZ 3 �d omV,a-17o" UQ~ o� a a?aoo0. 3 o r� a (°o-iJQO Q O U N Z G J // w '� Q w z r �\ �/ Q aye °^ Z w _Z w O N s / / J LL OLi L- al 0 Q m U H • Q fn �ZN Z w�\ O Z o � I O LLJ Z I•�r�. J <i w L O a J J (N CVV R = 15' BACK OF CURB R d a PT da d ................... DOWEL WITH 24" NO.5 a° EXPANSION' 1' (TYP.) OFBCUE2B w 3N COLEAR BACK— e N i •d C JOINTS • R a i a'• ° 4. A ••• •• ° 2% MAX. e a e e° 'a 5 X 5" d ° •5`••• ` SIDEWALKI a n • S' SIDEWALK •• •• LANQING..1 1:20 MAX. . • (TYP.) ••• ° d P1 ° •' A C ••• e ed a ' SCALE: 1" =5' . . • OWEL C • . . c) 5 1/2' BLVD. (TYP.) 0- 6" THICK CONCRETE SURFACE RAMPS TO BE CONSTRUCTED WITH DETECTABLE `\EXPANSION Flow line WARNING SURFACES COMPLYING WITH ADAAG, JOINT COVERING THE ENTIRE WIDTH AND DEPTH OF THE RAMPS. REINFORCE CONCRETE IN RAMPS WITH STORM DRAIN INLET TIBERMESH`AT A RATE IF 1 1/2 lbs./C.Y. (TYPICAL LOCATION) OR WITH 6x6x10 GAUGE WIRE MESH 12"--{ 5'-0" 12" TOP OF CURB TRANSITION TO NORMAL SIDEWALK ELEVATION. DISTANCE VARIES. SIDEWALK } 5' SIDEWALK 5.5" NO LIP J VARIES LANDING FLOW LINE SECTION B—B 5.5' NO LIP $ r 9.5 mac.1:za NO SCALE f •. 6" STANDARD CURB SECTION 2 1/2"DEPRESSED 6" 6" RAMP PCRETE 3" GRAVEL BASE (TYP,) s1DEwAuc uwaNc SECTION A—A NO SCALE SECTION C—C CONSTRUCTION NOTES: NO SCALE 1. Standard applies to new construction, with max. curb R=15% and min. 5.5' boulevards. 2. Ramp and curb can be poured monolithically. 3. Storm drain inlets shall be constructed "upstream" of ramps. Alternative locations permitted only upon City Engineer's approval. 4. Romp width sholl be 5' minimum. 5. Sidewalk cross—slopes shall not exceed 2%. BOULEVARD SIDEWALK NO. 02529-8 CITY OF BOZEMAN SCALE: PERPENDICULAR S)TANDARD DRAWING AS SHOWN PEDESTRIAN RAMP NOV. 1995 (15' MAX. RADIUS/5.5' MIN. BOULEVARD) Revised May 2004 i USE BLENDED TRANSITION RAMP WHERE IMITATIONS DUE TO BOULEVARD WIDTH, I Gw RIGHT-OF-WAY,CURB RADIUS,OR INTERSECTION ANGLE PREVENT THE USE OF STANDARD RAMPS PER �v5 C.O.B STANDARD DRAWING 02529-8 w \ tip •••%••••' ••••• . EXPANSION JOINT N_ �1.12 MAX SIDEWALK XXX Drop Curb ® Curb Transition .•.;•.•.'• ' z%MAX o EXPANSION JOINT LENGTH AS REQUIRED TO MATCH _ STANDARD SIDEWALK GRADE u 3 0 Landing Ramp FNoLip 5'Min Varies Sidewalk 4 ��AX �—2%MAX 3"Gravel Base(Typ.) 4"Concrete 6"Concrete Reinforced with 1.5 lbs. Fibermesb/C.Y.or 6x6x10 Gauge Wire Mesh SECTION A-A Not to Scalc ITY OF BOZEMAN SCALE: BLENDED TRANSITION NO. 02529-BA ANDARD DRAWING 1 "= 4' i PEDESTRIAN RAMP MAY 2005 i i TYPE OF MAIL BOX AND SUPPORTING POST IS OPTIONAL r__________ _____ I 1 I I I MAIL BOX I I 1 I L---------------J F� ■ �I 6' MIN C15Cn) ■ MAINTAIN 3'C0.9n) MIN. CLEAR SIDEWALK WIDTH TO MAILBOX OR SUPPORT WHEN MOUNTED E IN SIDEWALK. ol I-- E _o �n SIDEWALK OR BOULEVARD CURB STREET SURFACE� a D REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: MAIL BOX MOUNTING STANDARD DRAWING STANDARD SPECIFICATIONS NONE FOR CURBLINE DELIVERY NO. 02529-10 SIDEWALK BOULEVARD VARIES-- -- 5'TYP PROPERTY LINE 3" MIN GRAVEL BASE 4" THICK M-4000 CONCRETE MAINTAIN SECTION B PROPER SIDEYARD SETBACK PER ZONING REGULATIONS TR SECTION FROM 37EXISTING CURB TO DROP CURB: 3' � ANSITON ., 5' MAX. EXPANSION JOINTS COMPLETELY A DRIVEWAY THROAT WIDTH ROUND SIDEWALK SECTION 24' MAX. CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS 1 SIDEWALK CONTRACTION JOINTS z BACK OF CURB SPACED AT 5' INTERVALS - MIN. FLOW LINE DEPTH 1". EXPANSION JOINTS Of TO BE PLACED AT 25' w I EDGE OF GUTTER INTERVALS. a o a VARIABLE (5.5' TYP.) CONTRACTION JOINTS TO BE SPACED 5 AT 10' INTERVALS IN CURB & GUTTER EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED, GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY 1' S' TYP.— 5.5' TYP. (VARIES) i/4" PER FOOT SLOPE STREET SURFACE w Z w 0 0 0 0 0 O a WASHED ROCK l 3" MIN. MIN. 6" THICK CURB & GUTTER M-4000 CONCRETE * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH SECTION A 71TY OF BOZEMAN SCALE: RESIDENTIAL NO. 02529-11 'STANDARD DRAWING NONE DRIVEWAY APPROACH DEC 2003 AND SIDEWALK DETAILS MAINTAIN PROPER SIDEYARD SETBACK PER ZONING REGULATIONS 5' TRANSITION SECTION FROM EXISTING CURB TO DROP CURB: EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION MAX. THROAT WIDTH 35' COMMERCIAL 40' INDUSTRIAL CURB & APRON POURED MONOLITHIC UNLESS OTHERWISE APPROVED CONTRACTION JOINT EXPANSION JOINTS AT CURB RETURNS 1' SIDEWALK CONTRACTION JOINTS J BACK OF CURB SPACED AT 5' INTERVALS - MIN. FLOW LINE DEPTH 1". EXPANSION JOINTS TO BE PLACED AT 25' w EDGE OF GUTTER INTERVALS. o a VARIABLE CONTRACTION JOINTS TO BE SPACED F(5.5' TYP.) AT 10' INTERVALS IN CURB & GUTTER 5�- EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB R MATCH EXISTING SIDEWALK GRADE SIDEWALK DRIVEWAY APRON 1' -* 5' TYP. 5.5' TYP. (VARIES) 1/4" PER FOOT SLOPE I STREET SURFACE W p O •O O •� a 0 a 3" WASHED ROCK MIN. 6" THICK CURB & GUTTER M-4000 CONCRETE * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH "ITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529- 1 2 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 5.5' NP' NOTE: IF SIDEWALK EXTENDS TO CURB, INSTALL APPROACH AS PER STANDARD PROPERTY LINE DRAWING 02529-5, WITH 15' CURB TRANSITION SECTIONS. 5' TYP. VERTICAL CURB OR INTEGRAL CURB & GUTTER EXPANSION JOINTS INSTALL EXPANSION JOINT IF DRIVEWAY IS P.C.C. PAVEMENT I 35' MAX. COMMERCIAL I 40' MAX. INDUSTRIAL i I A A i I CONTRACTION JOINTS (TYP.) - SPACE AT 5' INTERVALS IN SIDEWALK, 10' INTERVALS IN APRON i I 3 TRANSITION TOP OF CURB TO MATCH SIDEWALK Y J Q g o EXPANSION JOINTS AT CURB RETURNS i CURB & GUTTER i DRIVEWAY (A.C.C. SIDEWALK DRIVEWAY APRON OR P.C.C. PAVEMENT) 5' TYP. 5.5' TYP. 1/4" PER FOOT SLOPE STREET SURFACE WASHED ROCK 3" MIN. 6" THICK M-4000 CONCRETE SECTION A—A CITY OF BOZEMAN SCALE: NON—RESIDENTIAL NO. 02529-13 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 FOR ARTERIAL STREETS r OLID COVER BACK OF CURB 5.5' WUNE BOULEVAT' FLO EXPANSION JOINT EXPANSION JOIN 6 VARIES 6" CONCRETE DROP CURB HEAD CHANNEL IFCO STYLE S SOUD COVER)TRENCH GRATING NORMAL CONCRETE GUTTER LINE WITH STYLE B 1 RAME, 0 k L FOUNDRY' J-SERIES' (OUTLET CHASE ONLY) WIT" SOLID, BOLT DOWN COVERS,(OR APPROVED EQUAL) PLAN VIEW - N.T.S. IFCO STYLE S 45OUD COVER) TRENCH GRATING WITH STYLE B RAME, D R L FOUNDRY ' J SERIES' PROVIDE WITH SOLID, BOLT DOWN COVERS, (OR APPROVED EQUAL) EROSION AS OUIRED FLOWLINE2X—) EXPANSION JOINT 1.5X YIN.(CONTROL .-.......... .... ......... ... ........................................... ..''--4'BASE COURSE AS 1.5 3' 5.5'(TYP.) 2' REOUIRED SIDEWALK BOULEVARD END CHASE END COVER CURB h CUTTER INLET CHASE FCO STYLE 'S SOUD COVER)TRENCH GRATING WITH STYLE B�RAME. 0 Jk L FOUNDRY'J SERIES' WITH SOLID, BOLT DOWN COVERS.(OR APPROVED EQUAL) LOWUNE ............. ................................................ • -��4" BASE COURSE AS Is 5' 5.5'(TYP.) 2' REQUIRED SIDEWALK BOULEVARD CURB GUTTER PER STD. DRAWING 02520-1 SECTION B - N.T.S. OUTLET CHASE FCO STYLE S(SOLID COVER)TRENCH GRATING WITH STYLE B FRAME,D A L FOUNDRY 'J SERIES' 4'-SIDEWALK WITH SOLID. BOLT DOWN COVERS, (OR APPROVED EQUAL) W + 21 2' • 6' w h 6' DIMENSIONS w AND h VARY,SIZE EXPANSION JOINT TO BE DETERMINED BY ENGINEER BASED ON 25-YEAR EVENT,BUT NO -�I•• •"•' 6' _ LESS THAN 6"AT CURB OPENING BASE COURSE CONCRETE SHALL BE M-4000 4"YIN. COVERS MUST BOLT DOWN TO FRAME SECTION A - N.T.S. CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE NO. 02529-14 ANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003 Rev: April 2005 FUTURE SIDEWALK 5'-�I 5' 6' 6'(MIN) SIDEWALK PROPERTY LINE LIMIT OF PUBLICLY MAINTAINED SIDEWALK CURB & GUTTER 5' L-i- I I IE 5'-�I NOTE: PUBLICLY-MAINTAINED SIDEWALKS TO BE 6" THICK M-4000 CONCRETE REINFORCED FUTURE SIDEWALK i WITH 1.5 LBS FIBERMESH PER C.Y. CITY OF BOZEMAN SCALE: PUBLICLY-MAINTAINED SIDEWALK NO. 02529-15 STANDARD DRAWING 1 "= 5' CONSTRUCTION STANDARD MARCH 2O05 8" White Standard 24" White �a- 8' Standard NOTE: The location of the crosswalk lines are dependent upon location of the sidewalks. ^ITY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS NO. 02581 - 1 NONE FOR PEDESTRIAN CROSSINGS FEB. 1996 STANDARD DRAWING (TYPE "A" CROSSINGS Revised July 2002 i i i i 1' 2' — — 24" White School Crossing f � c 8 Typical NOTE: The location of the crosswalk lines are dependent upon location of the sidewalks. TY OF BOZEMAN SCALE: TYPICAL PAVEMENT MARKINGS NO. 02581 -2 NONE FOR SCHOOL CROSSINGS FEB. 1996 __.NDARD DRAWING (TYPE "B" CROSSINGS) Revised Dec 2003 ,' I} r 3 ��A REDUCER MIN. UNDISTURBED EARTH .,<\���;\�j�/����//'�/����r/r� ✓�/�/i�/�i`�//1��/�/i�/�/r��i. /�/ji`�i`�i���\�/may y TEE TEE (Plugged) BEND STANDARD DIMENSIONS FOR THRUST BLOCKING FIT77NC TEES & PLUCS 900BEND 45°BEND & wYES 22�%2 BEND SIZES A B A B A B q B 4' 1'-7' t'-2' 1'-9' V-6' 6' 2'-0' 8' 2'-8' 2'-6' 10' 12' 4'-0' 3'-10' 4'-8' 4'-8' 2'-7' 14' S'-5' X-10' 6'-6' 4'-11 Al'-9' 3'-5" 3'-5' METRIC DIMENSIONS FOR THRUST BLOCKING F1T71NC TEES & PLUCS 90°BEND 450BEND & wYE'S REDUC RS & SIZES A B A 22 1/2 BEND B A B A B 10cn 0.5m 0.4m 0.5m 0.5m, a5n 0.3m 0.5m 0.2n 15cn 0.6m 0.6m 0.7n 0.7n 0.6n 0.5m 0.5m 0.3m 20cn 0.8m, 0.8m I.Dn 0.9m 0.7m 0.6m 0.5n O.Sn 25cn Lon Lon 1.21n 1.2m, 0.9m, 0.8m 0.7n 0.6n 30cn 1.2m 1.2n 1.4m 1.49 l.ln l.On O.Hn 0.7n 36cn 1.6m 1.2n 2.0m LSn 1.4n LOn I.On 0.7n NO 7E5: 1. THESE TABLES ARE BASED ON 150 PSI(1030 kpa) MAIN PRESSURE 2. VRAP ALL FITTINGS WITH POLYETHYLENE. 2000 PSF(9800 kg/n 2) SOIL BEARING PRESSURE REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAINING STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO. 02660-1 NO VERTICAL REQUIREMENT WATER MAIN SEWER 10'-0' MIN. IQ O (3n) PARALLEL ARRANGEMENT L 4 L L/2 EXISTING —� PIPE 18' 1M1N.O O I NEW PIPE + (0.5m) EXISTING f PIPE 18' M1N.0 I (0.5m) 0 l—NEW PIPE CROSSINGS O 5 NOTES: Ql SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET(3m) BETWEEN WATER MAIN AND GRAVITY SEWER, Q2 NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENT IS PERMITTED WHEN-THE SEWAGE CARRYING PIPE IS A FORCE MAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. Q3 LESS THAN 18 INCHES(0.5m) OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT(6.1n) LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES. SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN IB INCHES(0.5m) BETWEEN WATER MAIN AND SANITARY SEWER ® 'L' IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. Q5 ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. --- REVISED: 12/2 7/95 MONTANA PUBLIC WORKS SCALE: WATER AND SEWER MAIN STANDARD DRAWNG STANDARD SPECIFICATIONS NONE SEPARATION NO. 0266D-2 17-1 REBAR ANCHOR 0 0` 0 0 d d d Q d \/ / d d d'. d 4 C- \ a \ a d d / d d / I 'd 6. NCRETE COANCHORS B.. A" NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS ^�nef valve 100 PSI 1 150 PSI 1 200 PSI 1 250 PSI 300 PSI Rod i. size A B C A B C A B C A B C A B C 1 2'-0' 2'-0 V-0"V-0'2'-0 2'-0"2'-0'2'-0'V-0' V-0 2'-0" 2'-0 2'-0'2'-0'2'-7- 1 2 1 D" 2'-0' 2'-0 2'-0'2'-6 2'-6 2'-0'2'-9"2'-6'2'-6' 3'-0 3'-0'3'-0 3'-7 3'-0 3'-0' 1 2 ' V-3' 2'-0 2'-0'3'-0 3'-0 2'-B 3'-5'3'-0'3'-0' 4'-3 3'-0"3'-0 5'-1 3'-0 3'-0" 1 1 4" 2'-3 2'-0 2'-0"3'-5 3'-0 3'-0 4'-6'3'-0'S-W6'-44'-0" 4'-D 4'-9 4'-0 4'-0' 1 8 1 6" 3'-0' 3'-0 3'-0'4'-4 3'-0 3'-0 4'-1"4'-0'4'- 4'-0 6'-1 4'-0 4'-0' 1 4 1$" 3'-B' 3'-0 3'-0'S'-5 3'-0 3'-0 5'-1'4'-0'4'-' 24" 4'-4- 4'-0 4'-0"6'-5 4'-0 4'-0'6'-6'5'-0'S'- 6'-0 7'-6 V-D 6'-0' NOTE: Pressures shown above are maximum working pressures in system. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 8'— 0" MAX. 3'— 0" MIN. INSTALL PLUMB WITH TO BACK OF CURB PUMPER NOZZLE FACING STREET NEW HYDRANT, MUELLER SUPER CENTURION 250 MIN. 4'— 0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW ELEVATIONS AS SHOWN O TYPE VALVE BOX ON PLANS OR 0.2' WITH LID ABOVE TOP OF CURB GRADE GROUND LINE UNDISTURBED `\\ EARTH /'\�\\� MIN. 6.5' COVER d,�" ...µme, -1''• :�•"y> .,,+;j::cam--r_.: �?,,. *CONCRETE THRUST BLOCK \ _ TO MAIN LINE / // .\/\%1`\/\ .."v,:.ii�� r!-�l�C'�Y�v .n,•Y ri'! ��4^_;Y2•.�."''.'.:��:�,'-/�1'':<'`i ..l-:.�':14': .n'}-.�I ,: //�//\•t,r �< :';cy'-` a;» ;-<1'•.:•lr.A;.t-:•'�•i{fi�._r'T_.l.a:» :: rwvj:••�aS;y... \\\j\\\\\j_,'��.���u '�.`.::e..�:.a :sip:.::F.'+•,,? w..:tt r .:. .t'.Y - tt r�,>`.�`' / ,'.;,... .. . .;>o•. _;n.r;�c):'' .:ate.>'.r`a ;,•,"'`'""' ..r:.. y:w ti.M1 .: hY4,•.4, 4._•. .«._:;_ ,: JOINT AS /\\�'�\i\� .:>.-. ,:.�:> �,<,;. :.:, �. ....�= '�s�.�-�.•.•> >��r..a.;,.�-.;;mow REQUIRED FOR i\\//\ M"' =' ' ,.,v• :.` _';;: .;�_' ., ::.:• ..::. .. �:. " .� PIPE SPECIFIED �/\\\�/\\^' .G �t�'" 6,rt'. •�v .`�''^r',�,c..'4:�'`' "�'1 ;';Y'r. •;,y;:..). :r-t7L..+x'�1P:'':� NEW 6" AUXILIARY GATE VALVE MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT *MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CITY OF BOZEMAN SCALE: FIRE HYDRANT NO. 02660-4 STANDARD DRAWING NONE DEC 2003 PROPERTY LINE W v� 2- MIN.' '41 w .v -4, v �41 14, %p 11, W FIRE HYDRANT W W W W W W W W y 'IW I -4, W : ::SIDEWALK :::::::::::::::::::::::::::::::: WATER MAIN CURB & GUTTER CURB WALK DETAIL PROPERTY LINE 1' CURB & GUTTER ... ALK::?; ......................................... ............... .. :::.:::::::::::::: FIRE HYDRANT r L VARIABLE 3 MIN. VALVE WATER MAIN 5' L (TYP.) BOULEVARD WALK DETAIL CITY OF BOZEMAN SCALE: HYDRANT LOCATION NO. 02660-5 STANDARD DRAWING NONE DETAIL Dec 2003 STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR EASEMENT 5 1/( BOULEVARD LINE (TYP.) STREET SURFACE 4' 5' SIDEWALK GROUND SURFACE (TYP.) 1 2.5' CURB BOX 11.5' PROVIDE 5' STATIONARY (TYP,) ROD IN ALL CURB BOXES 6 1/2' MIN. COVER SEE DETAIL 8' BELOW (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS TAP BY CONTRACTOR APPROVED ALTERNATE LOCATION) CURB STOP WATER MAIN NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES DETAIL OF A PROPERLY CORPORATION STOP SELECT MATERIAL BACKFILL AREA INSTALLED (SEE SPECIFICATIONS i' /.� ' '' i ' ' ) CORPORATION %��%���/.•' `�/ � STOP. TAP MAIN AT SPRINGLINE. !� i.�'!�/. / / /.!�%.!f /. /� � /� / 3/4" DIA. MIN. SERVICE PIPE 2f ..+,/J,,•l; ,, .. �;,,,�..�.=-','`�/l.'.i� 11\ .i` `.,,v..-�..--1`t'��.,�-='"'-"\1,�•�;\ 1: 6" MIN. 1 ��;.-.-t , : •� ,...-•-,'.', �� � � `\ .-;.;-��l z,,,�- TRENCH,BOTTOM �`;/`�';�•`t'�'"�i.`�'i�ii�`lJ,,..r„�1\l1�,���,,����'�,, /�\1;. ,;0,i i ' � GENERAL NOTES: 1 l\, \`,� 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 STANDARD DRAWING NONE DEC 2003 FINISH GRADE CURB BOX- OX VALVE BOX TOP SECTION VB'M I N MUELLER H-15428 STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP 6.5' MIN COPPER SERVICE LINE 2" COPPER SERVICE LINE / 1/4 BEND r COMPRESSION 2 COUPLING 1/8" DIAMETER 1 3 4 CURB STOP CORPORATION STOP PROVIDEI/8" DIAMETER DRAIN HOLE WATER MAIN CITY OF BOZEMAN SCALE: TYPICAL BLOWOFF NO. 02660-7 STANDARD DRAWING NONE Dec. 2003 PAINT POSTS AS NOTED BELOW O 26" L a \\ 34" \\\•e \ i/ CONCRETE (TYP.) 8" I.D. HEAVY-DUTY STEEL PIPE FILL WITH 2O00 P.S.I. CONCRETE 12" 36" 66" 21„ 1 33" 33" NOTE: POST NOT REQUIRED WHERE NATURAL BARRIERS EXIST. PAINT POSTS WITH SHERWIN-WILLIAMS METALATEX SEMI-GLOSS COATING, SAFETY RED (842 R38 620-4069). CITY OF BOZEMAN SCALE: HYDRANT NO. 02660-8 (STANDARD DRAWING NONE BARRIER POSTS DEC 2003 UNDISTURBED EARTH (TYP.) CONCRETE THRUST BLOCK (TYP.) MJ GLAND MJ GLAND D.I. MJ D.I. D.I. PIPE TEE PIPE © PIPE MJ VALVE D.I. MJ GLAND PIPE O 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD, CONFORMING TO ASTM A242-81, MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING LUGS (ROMAC 'DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING MJ GLAND TO ASTM 536-80 MAY BE USED IN CONJUNCTION D•1• WITH THE RESTRAINING RODS. PIPE CITY OF BOZEMAN SCALE: TYPICAL VALVE/TEE NO. 02660- 10 STANDARD DRAWING NONE RESTRAINT DEC 2003 r J I Q Q M EL 2 LLI W m O CL ao w No w \ �� a 0w r Q V) O (� Q u j N \\\� (Yj Z It 0 m m %y VS .yy•' \ mQ .wj Z re LLJ Eti:' '�'o O cai N W O w � W U) } r \\/ v w U � < � \� wv Z Z JJQZ i` \/\ Za Q g � W � J a �� W W O � O� q. .v v of Q C-) 0 ~ w O 0 a. (n 0 v d Q m Z Q Zw \jam\j�` � z momwmt 2 m w 0 °' z J~m ° !� 2�M w W Qi U) N Z >LE O L� Zw z ` w 3A-IVA M3N ?.\/�\ Y z j < W oz �w Z ~ 0Q OJ} ? V) Of ~ ! O m m 0 Cn ` aV ZL� Y o? ?Z O < QO ZO W J Z / QZ H� -CDw � m Qj w~� J � }OF— O m m Liy p Q H (%) w � f— �- a2n}~ ZN W z m W �v O� O U) NO PRESSURE GAUGES OR PRESSURE GAUGE FRTINGS WILL BE METER SIZED SAME AS INCOMING LINE — NO EXCEPTIONS. ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. BACKFLOW PREVENTION ASSEMBLY MUST CONNECT DIRECTLY TO METER/ FLANGE TO BE THREADED ON STANDPIPE, STRAINER. M.J. TO FLANGE ADAPTORS NOT ACCEPTABLE REQUIRED BACKFLOW PREVENTION (TYPICAL FOR ALL RISER CONFIGURATIONS) WATER SUPERINTENDENT. DEVICE TO BE DETERMINED 4" OR LARGER CLASS 51 BY DUCTILE IRON PIPE (TYP.) r MIN., 2' MAX. ABOVE + FINISHED FLOOR FLOOR G < n MECHANICAL 3/4" MIN. Redl Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT BOLT HOLES (TYPICAL)— 5/8"ROOS ACCEPTABLE FOR 4- LANES MAIN THRUST 90' BEND WITH THRUST BLOCK BLOCK-- LEGEND TAPPING TEE & VALVE -$ FLANGED OS&Y VALVE OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) PROVIDE FLEXIBLE, WATER—TIGHT CONNECTION FOR ALL WALL OR FLOOR CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF PIPE PENETRATION. BACKFLOW PREVENTION ASSEMBLY 1. The FIRST fitting inside of the building shall be a UL listed flanged Kennedy or Mueller OS&Y valve the some size as the service line. I Combination strainer/meter immediately following OS&Y valve or elbow attached directly to OS&Y valve -- meter must set horizontal. 1' MIN., 2' MAY. ABOVE FINISHED FLOOR FLOOR 2. All Backflow Prevention Assemblies shall be: a. UL or FM listed. b. Approved by the University of Southern California Foundation for Cross Connection Control and Hydraulic Research (USCFCCCHR) for operation in the proposed position (vertical or horizontal) as shown on MECHANICAL approved plans. JOINT c. Installed as shown on the approved plans. 3. Horizontal installations must be a minimum of 2' above the finished floor. 4. The service riser must be a minimum of 2' from any outside wall. BEND WITH THRUST 5. The incoming service line shall be a minimum 6.5', and a max— imum of 7.5' below the finished grade. 6. All service line appurtenances shall have a minimum pressure rating of 175 PSI. —I- 7. All service lines 4" and larger P ;;:.;:.;:.: g r shall be Class 51 Ductile Iron Pipe. I--1' MIN., 2' MAX. 8. Line sizing: The Backflow Prevention Assembly and meter shall be equal in size to both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). For example, a 4" service line shall have a 4' meter and Backflow Prevention Assembly. 2' MIN. CLEARANCE COATED STEEL '' '" ABOVE FINISHED FLOOR WALL PLATE. 5/16" MIN. THICKNESS CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-12 STANDARD DRAWING NONE DEC 2003 FOR SIZES 4" AND LARGER REV: MAY 2005 ONLY FTTTiNGS ALLOWED BETWEEN FIRST OS&Y VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE FImNGS WILL BE LEGEND BACKFLOW ASSEMBLY TO BE 90' BEND. ALLOWED ON THE TEST PORTS OF ANY BACXFLOW ASSEMBLY / $ FLANGED OS&Y VALVE FLANGE TO BE THREADED ON STANDPIPE, M.J. TO FLANGE ADAPTORS NOT ACCEPTABLE DOUBLE CHECK VALVE (TYPICAL.FOR ALL RISER CONFIGURATIONS) 4" OR LARGER CLASS 51 MIN. REQUIREMENT) DUCTILE IRON PIPE (TYP.) r MIN 2.MAX. ABOVE % AS INDICATED ON FLOOR FINISHED FLOOR g APPROVED PLAN(S) MECHANICAL 3/4" MIN. Redi Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT BOLT HOLES (TYPICAL) — 5/8" RODS ACCEPTABLE FOR 4" LINES MAINf 90" BEND WITH THRUST BLOCK THRUST' BLOCK TAPPING TEE & VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) 1. The FIRST fitting inside of the building shall be a UL listed flanged Kennedy or Mueller OS&Y valve the same size as the fire service line. 2. All Double Check Valve Assemblies shall be: a. UL or FM listed. b. Approved by the University of Southern California Foundation for PROVIDE FLEXIBLE, / Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER—TIGHT CONNECTION operation in the proposed position (vertical or horizontal) as shown on approved plans. FOR ALL WALL OR FLOOR c. Installed as shown on the approved plans. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Double Check Valve Assembly (alarm check valve, flow sensor/alarm, meter, etc.) as shown on the approved plans. Paddle—type flow alarms not permitted on dry systems. 4. A Double Detector Check Valve Assembly may be used with a standard FINISHED FLOOR MAX ABOVE FLOOR City of Bozeman meter. The meter loop of the Double Detector Check Valve shall have a Double Check Valve Assembly installed which meets the some installation criteria specified above in requirement number two. 5. Horizontal installations must be a minimum of 2' above the finished floor. MECHANICAL JOINT 6. The fire service riser must be a minimum of 2' from any outside wall, and a minimum of 1' from any interior wall. 7. The incoming fire service line shall be a minimum 6.5% and a max— imum of 7.5' below the finished grade. 90' BEND WITH B. All fire service line appurtenances shall have a minimum pressure THRUST BLOCK rating of 175 PSI. 9. All fire service lines 4" and larger shall be Class 51 Ductile Iron Pipe. 10. Line sizing: The Double Check Valve Assembly shall be equal in size 1 0 both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). For example, a 4" fire service line shall have a 4" Double Check Valve Assembly. —1' MIN., 2' MAX. 2' MIN. CLEARANCE COATED • ABOVE FINISHED FLOOR WALL PLATE, 5/16" MIN. THICKNESS STANDARD FIRE SERVICE CITY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660- 1 3 STANDARD DRAWING NONE DEC 2003 FOR CLASS I, II, & III SYSTEMS REV: MAY 2005 ONLY FITTINGS ALLOWED BETWEEN FIRST OS&Y VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE FRTINGS WILL BE BACKFLOW ASSEMBLY TO BE 90' BEND. ALLOWED ON THE TEST PORTS OF ANY BACKFLOW ASSEMBLY FLANGE TO BE THREADED ON STANDPIPE, M.J. TO FLANGE ADAPTORS NOT ACCEPTABLE 4" OR LARGER CLASS 51 (TYPICAL FOR ALL RISER CONFlGURAMONS) LEGEND DUCTILE IRON PIPE (TYP.) V MIN., 2' MAX. ABOVE FLANGED OS&Y VALVE FLOOR FlNISHED FLOOR 'a M EC HAN I CAL REDUCED—PRESSURE BACKFLOW—PREVENTION JOINT ��3/4" MIN. Redi Rod, INSTALLED IN ASSEMBLY (MINIMUM / REQUIREMENT)AS INDICATED MAIN EVERY OTHER AVAILABLE M.J. ® ON APPROVED PLAN(S) BOLT HOLES (TYPICAL) — 5/8" RODS ACCEPTABLE FOR 4" LINES THRUST 90' BEND WITH THRUST BLOCK BLOCK TAPPING TEE & VALVE, OR INSTALL VALVE AT CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF PROPERTY LINE (TYPICAL REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY FOR ALL RISER 1. The FIRST fitting inside of the building shall be a UL listed flanged CONFIGURATIONS. Kennedy or Mueller OS&Y valve the same size as the fire service line. 2. All Reduced Pressure Backflow Prevention Assemblies shall be: a. UL or FM listed. PROVIDE FLEXIBLE, b. Approved by the University of Southern California Foundation for Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER—TIGHT CONNECTION operation in the proposed position (vertical or horizontal) as shown on FOR ALL WALL OR FLOOR approved plans. c. Installed as shown on the approved plans. PIPE PENETRATIONS, 3. A flow detection device shall be installed immediately following the Reduced Pressure Backflow Prevention Assembly (alarm check valve, flow sensor olarm, meter, etc, as shown on the approved plans. Paddle—type flow alarms not permitted on dry systems. V MIN., 2' MAX. ABOVE FINISHED FLOOR FLOOR 4. Horizontal installations must be a minimum of 2' above the finished floor. 5. The fire service riser must be a minimum of 2' from any outside wall, MECHANICAL and a minimum of V from any interior wall. JOINT f 6. The incoming fire service line shall be a minimum of 6.5', and a max— imum of 7.5' below the finished grade. 7. All fire service line appurtenances shall have a minimum pressure rating of 175 PSI. 8. All fire service lines 4" and larger shall be Class 51 Ductile Iron'Pipe. 90• BEND WITH THRUST BLOCK 9. Line sizing: The Reduced Pressure Backflow Prevention Assembly shall be equal in size to both the incoming pipe diameter (upstream) and outgoing pipe diameter (downstream). For example, a 4" fire service line shall have a 4" Reduced Pressure Backflow Prevention Assembly. 10. A drain is required. �--1' MIN., 2' MAX. COATED STEEL 2' MIN. CLEARANCE WALL PLATE, ABOVE FINISHED FLOOR 5/16• MIN. THICKNESS CITY OF BOZEMAN SCALE: STANDARD FIRE SERVICE LINE INSTALLATION NC 02660- 1 4 STANDARD DRAWING NONE Dec 2003 FOR CLASS IV & V SYSTEMS REV: MAY 2005 R NEAREST FOUNDATION WALL TO CURB STOP CURB STOP AND BOX SEE DETAILS A & 8 BELOW WATER MAIN 6.5' MIN. COVER l WATER SERVICE LINE STUB (SEE C.O.B. STANDARD WATER SERVICE LINE DRAWING 02660-6) INSTALLED BY CUSTOMER (SE RVICE APPLICATION & PLUMBING PERMIT REQUIRED) NOTE: METER SIZED SAME AS INCOMING UNE-NO EXCEPTIONS. FOUNDATION BACKFLOW PREVENTION ASSEMBLY WALL L(AREQUIRED) 1'MIN./2' MAX SERVICE LINEANGLE STOPM TO DOMESTIC METERS BACKFLOW PREVENTION FIXTURES ASSEMBLY (AS REQUIRED) M .I FOUNDATION TO DOMESTIC \ WALL FIXTURES 9r; DOWNSTREAMSHUTOFF 1' MIN.. DOWNSTREAM 2MAX METER* FLOOR . SHUTOFF ANGLE STOP OR STRAIGHT STOP *METER SAME SIZE AS INCOMING LINE-NO EXCEPTIONS, METER MUST CONNECT DIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE QUARTER-BEND COUPLING **DOWNSTREAM SHUT OFF VALVE MUST (1 1/2" & 2" SERVICES ONLY) BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) TYPICAL WALL PENETRATION (N.T.S.) (CRAWL SPACE) INSTALLATION REQUIREMENTS: 1. WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1% 1 1/2'. AND 2" SERVICES. SEE STANDARD DRAWING NO. 02660-12 FOR 4"AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2' AND 4" ARE NOT ALLOWED. 3. STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2" AND 2' SERVICES. 4. SERVICE LINES SHALL BE BEDDED 3' UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4', 5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS. 6. METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7. NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. B. CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9. WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MIST B MADE WITHIN 18" OF CURB STOP CITY OF BOZEMAN WATER SERVICE LINE SCALE: N0. 02660-15 STANDARD DRAWING NONE FROM CURB STOP S BUILDING Dec. 2003 (LINES 2" AND SMALLER) Rev. April 2005 60' R.O.W. i 19' (TYR) INh' O O 9' WATER rn30• SEWER y h w Ak F I y I i © l o 0 I w� W 3i PROPERTY LINE 1. WATER MAINS LOCATED 19' FROM THE NORTH OR WEST RIGHT—OF—WAY PROPERTY LINE FOR STREETS 35' IN WIDTH OR GREATER. WATER MAINS LOCATED 5.5' WEST OR NORTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH (BACK OF CURB—BACK OF CURB) 2. WATER SERVICE STUB LOCATED AT CENTER OF LOT; SEE C.O.B. STANDARD DRAWING NO. 02660-6 FOR DETAILS. 3. WATER MAIN VALVES LOCATED AT PROPERTY LINE. 4. SEWER MAINS LOCATED ON STREET CENTERLINE FOR STREETS 35' IN WIDTH OR GREATER. SEWER MAINS LOCATED 5.5' EAST OR SOUTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH 5. SEWER SERVICE STUB LOCATED 15' UPSTREAM FROM DOWNSTREAM PROPERTY LINE. 6. WATER & SEWER MAIN CROSSING; SEE M.P.W. STANDARD DRAWING NO. 02660-2 FOR DETAILS. 7. HYDRANTS LOCATED 5' FROM VALVE OR ON PROPERTY LINES EXTENDED FOR MID—BLOCK LOCATIONS. CITY OF BOZEMAN SCALE: WATER & SEWER MAIN AND NO. 02660- 16 �__,TANDARD DRAWING, NONE SERVICES LOCATION Dec. 2003 STANDARDS i FINISHED WALLS FINISHED WALLS U DOWNSTREAM DOWNSTREAM z SHUTOFF z SHUTOFF BACKFLOW DEVICE BACKFLOW DEVICE04METER C° METER ANGLE STOP H ANGLE STOP 12" MIN CLEAR 6" MIN CLEAR 3/4" AND 1 " COPPER SERVICES 1 1 /2" AND 2" COPPER SERVICES PLAN VIEW PLAN VIEW �— FINISHED WALL E-- FINISHED WALL ch J U U _Z Z_ cllj k2l ' ANGLE STOP ANGLE STOP FINISHED FLOOR FINISHED 1' MIN /FLOOR 2' MAXVICE PIPE SERVICE PIPE 3/4" AND 1 " COPPER SERVICES 1 1 /2" AND 2" COPPER SERVICES PROFILE VIEW PROFILE VIEW NOTE: PROVIDE FLEXIBLE, WATER—TIGHT SEAL FOR ALL FLOOR PENETRATIONS CITY OF BOZEMAN SCALE: WATER SERVICE NO. 02660-17 STANDARD DRAWING NONE INTERIOR CLEARANCES APRIL 2005 INLET CASTING NEENAH R-3067, IFCO 515-7, OR DEETER 2047L, OR D & L 1-3519 5/8" SMOOTH ROD CENTERED IN OPENING FLAT TOP 6 �' 24" SQUARE a°"• OPENING A d e 36" R.C.P. ASTM C-76 ° CLASS 2 a a a a W BLOCK OUT FOR o INLET PIPE Cn a 1 aa. 9" SUMP "e daa a o a. 4" 6" PRECAST BASE 44" O.D. CITY OF BOZEMAN SCALE: 36" STANDARD NO. 02720-1 ,'ANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev. April 2005 INLET CASTING NEENAH R-3067, DEE TERI204IL,OR D & L 1-3519 '�• PRECAST CONCRETE, M-3000 OR C-3000 4 VARIABLE (3' MIN.) 3'-0" NO. 4 BARS AT 12" CENTERS MAX., SPACED EQUALLY 6" (TYP.) FRONT VIEW 5/8" x 5" ANCHOR BOLTS 5/8" SMOOTH ROD CENTERED IN OPENING VARIABLE * CURB AND GUTTER TO BE WARPED 9" TO MATCH INLET. BLOCK OUT FOR ' DESIGNERS WILL PROVIDE ADDITIONAL OUTLET PIPE �'� `;! ,� �. DESIGN DETAILS TO FIT SPECIFIC 12" RCP YP•)T CONDITIONS. ( I 6"4� 3.-0" SIDE VIEW I "ITY OF BOZEMAN SCALE: STANDARD SQUARE NO. 02720- 1 A �rANDARD DRAWING NONE STORM DRAIN INLET Dec. 2003 Rev April 2005 5 8" DIA SMOOTH INLET CASTING ROD CENTERED IN OPENING NEENAH R-3067, IFCO 515-7. 6" FLAT • DEFTER OR SLAB COVER D & L I-3519-3519 t�-24 OPENING 4' DIA. PRECAST REINFORCED CONCRETE MANHOLE AND BASE, AS PER STANDARD DRAWING NO. 02720-4 g.,jMIN. ... ONE EXTRA BAR IN BOTTOM (ALL SIDES) I 24" FLAT SLAB COVER REINFORCEMENT AS PER 36--------------� STANDARD DRAWING 02720-6 -TY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO. 02720- 1 B STANDARD DRAWING NONE CURB INLET DEC.2003 REV: APRIL 2005 D oaD � 00 DO Q DQ NEENAH NO. R-2533 OR APPROVED EQUAL ❑ WITH TYPE C GRATE. PLAN 35' (.9n) �- 22' (55.9cr,) I NMI MEN i 1/2'(3.8cn) 9'(22.9cn) } 24 1/2' 2-2"(5crn) ADJUSTING 20' RINGS FOR FUTURE GRADE ADJUSTMENT 24'(61cn) R.C.P. CLASS II WALL B (ASTM C-76) (^ " 10'(25.4cn) MINIMUM DIA. LATERAL PIPE 17 MIN. SLOPE f 6" MIN. 12" MAX. SEDIMENTATION ' 3' MIN. BASIN 6' MIN. _ -----BASE OPTION, MAY BE FIELD POURED. SECTION NOTE: STANDARD, EXCEPT AS FOR INSTALLATION IN GRAVEL OTHERWISE NOTED ON THE ALLEYS PIPE INVERT MUST BE PLAN - PROFILE SHEET. 6" MIN. ABOVE BASE. 2 j 2000 SHELF ON BASE NOT REQUIRED. MONTANA PUBLIC WORKS SCALE: STANDARD DRA"NG 24 STANDARD RISER INLET STANDARD SPECIFICATIONS NONE NO. 02720-2 Frame and cover to be either D&L A-1172 with 1" cover, MCI 305 frame, 305A cover, or IFCO 772 frame, 772-8 cover, or Deeter 1025. �7 Covers shall have two 1" pick holes. I Adjustable rings, NOTE: All joints between manhole sections, manhole ring & 2" min., 12" max, top section, and around sewer pipe into manhole shall be watertight. Jointing material shall be "Ram—Nek" or equal for all joints except between sewer pipe and manhole wall. 2' 0 5„ �.• 5" 4'-0" ., Precast reinforced concrete manhole riser and eccentric cone top manufactured in Mahole steps at accordance with ASTM designation C-478. 16" centers Grout invert to springline of pipe if gap between pipe and channel is greater than 1/8". Pre—cast channel t' flowline Variable a.c 4'-0" u (min.) i A o .o Shelf—slope 1" per too E n N toward channel. See nchannel detail. Flexible gasketed joint (typical for precast bases — see detail) A Channel = dia. of pipe .L A.. Precast or poured—in—place base. #4 bars — 1'-0" c—c Poured—in—place base, minimum concrete thickness below pipe is 5'-4" dia. 8 inches. Precast base, minimum (min.) thickness is 6 inches. All bases reinforced as shown. Radius of manhole Slope at 1" per foo Chonnel to full pipe depth +. NOTE: Storm drain manholes shall not have formed channels and the Deewer lowest pipe invert shall be 9" higher p;pe than bottom of manhole. SECTION A—A CITY OF BOZEMAN SCALE: SANITARY SEWER AND N0. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 Rev. April 2005 Standard casting & cover Frame and cover to be either D & L A-1172 with 1" Cover, MCI 305 frame, 305A cover, or IFCO 772 frame, 772—B cover or Deeter 1025. Covers shall have two I" pick holes. Flat slab cover Adjustable rings, 2" min., 12" max. tNOTE: All joints between manhole sections, manhole ring & top section, and around ° sewer pipe into manhole shall be water- 24" or tight. Jointing material shall be "Ram—Nek" 27" Opening ° or equal for all joints except between M sewer pipe and manhole wall. N O M e� m o Manhole steps at 16" centers 0 Precast reinforced concrete manhole riser 3 and cover manufactured in accordance C a a with ASTM designation C-478. c o � o o Y As required ` p ° O :2 ° d O C jE Cutouts as required a� N a m O O � U e Q O °Q N A Channel = dia. of pipe A Precast or poured—in—place base. Poured—in—place base, minimum Radius of concrete thickness below pipe is manhole 8 inches. Precast base, minimum Slope at 1 per root. Channel to full thickness is 6 inches. pipe depth, } NOTE: Storm drain manholes shall Dia. of sewer pipe not have formed channels and the lowest pipe invert shall be 9 higher than bottom of manhole. SECTION A—A :'ITY OF BOZEMAN SCALE: STANDARD STRAIGHT NO. 02720-4 i'ANDARD DRAWING NONE MANHOLE DEC. 2003 REV: APRIL 2005 O.D. REINFORCING 5" C15cr1> SIZE D.D. REIN. T. 48' 64' #4@8' 1675# EACH WAY (122cm) (163cm) 04@20cn) (760kg) 54' 71' #4@8' 4125# EACH WAY (137cm) (180cm) (#4@20crn) (1870kg) 60' 76' #4@8' 4975# EACH WAY (152cr-k) (198cm) (#4@20cm) (2260kg) 72' 92, #4@6' 6925# EACH WAY (183cr-i) (234cn) (#4@15cm) (3140kg> REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: PRECAST MANHOLE BASES STANDARD DRAWNC STANDARD SPECIFICATIONS NONE 48", 54 60", 72" NO. 02720-6 i SHELF CHANNEL SHELF J SHELF /f �4 SHELF SHELF CHANNEL CHANNEL t.Fy SHELF SHELF NOTES: I. SLOPE ALL SHELVES T❑ CHANNEL AT V PER FOOT CBcm per meter). 2. SEE PLAN-PROFILE SHEETS FOR SLOPE OF CHANNEL. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: TYPICAL MANHOLE STANDARD DRAWNG LSTANDARD SPECIFICATIONS NONE CHANNEL DETAILS NO. 02720-7 STEEL POST AT END OF SERVICE c u PROPERTY VARIES N LINE COMPACTED BACKFILL� (SEE SPECS.) 2'X2'(5cn X 5cn) vD MARKER 45'ELBOV 6?15cn) SERVICE LINE MIN. IF RED. SLOPE-2% MINIMUM P 1N LINE TEE FITTING FOR NEV LUG INSTALLATIONS. INSERT-A-TEE, OR AS APPROVED BY ENGINEER, FOR EXISTING INSTALLATIONS STORM SEVER MAIN STORM DRAIN SERVICE LINE (PRIVATE PROPERTY CONNECTION) REVISED: 2/17/2000 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWING STANDARD SPECIFICATIONS NONE STORM DRAIN S RVICL LINE N 0. 02 720-10 3" x3" x1/2" HINGE DETAIL ANGLE IRON 1" DIA. STEEL BOLTS WELD PIPE TO FLAT IRON 3" DIA. STEEL PIPE RCP (SIZE VARIES) #5 REBAR OR SMOOTH BAR PIPE HINGE SIZE VARIES (SEE DETAIL) L 4" MAX. SPACING BETWEEN BARS PLAN VIEW NOTE: RACK TO BE PAINTED ALUMINUM COLOR 4" x 1/4" FLAT IRON, ALL BARS WELDED TO 3" x 3" x 1/4" ANGLE IRON WELDED TO EACH BAR 3' x 1/4" FLAT IRON WELDED TO EACH BAR BOTTOM OF RACK NOT FIXED TO INVERT SECTION VIEW CITY OF BOZEMAN SCALE: STORM DRAIN NO. 02720-11 STANDARD DRAWING NONE DEBRIS RACK DEC. 2003 L C K d F-1000 15.0 39 f 15000 900 36 i= B00 10.0 10000 33 .0 700 5.0 30 7.0 5000 27 600 6.0 4000 24 5.0 3000 50D 4.0 21 2000 3.0 18 400 1000 2.0 15 300 5D0 12 400 250 1.0 300 0.9 10 i- 0.5 200 0.7 20D 0.6 B E 0.5 100 0.4 150 6 0.3 50 — 40 30 0.2 1100 20 4 The nomograph shown on this page may be used to compute the specification time even if several different pipe diameters ore included in one test. Draw a straight line connecting the diameter on the `d" scale with the corresponding length of pipe of that diameter under lest on the "L" scale. Each line will cross the "K" _ and C" stoles. The corresponding values of "K" and C_ for each diameter — length combination under test ore read and recorded. All the K" values are totaled, as are the "C" values. Total "K governs if the total of "C" is less than 1.0 in which case, total "K" value equals the time in seconds that the pipeline under test should take before the pressure falls from 3.5 to 2.5 psig. If total "C" is greater than 1.0, total "K" is divided by total to obtain the specification time in seconds. Nam; This nomograph is applicable to pipe lest section lengths within the limits specified in Section 02722.3.3.3.2 of the specifications. For test lengths beyond the specified limits, refer to specifications for additional information, REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: NOMOGRAPH FOR AIR TESTING STANDARD DRAWNC STANDARD SPECIFICATIONS NONE GRAVITY SEWER MAINS NO. 02730-1 GREEN STEEL POST AT END OF SERVICE PROPERTY LINE OR EASEMENT 5 1/2' BOULEVARD LINE (TYP.) 4' STREET SURFACE 5' SIDEWALK GROUND SURFACE (TYP.) 1 COMPACTED BACKFILL 2I'5 (NP') (SEE SPECS.) j 1 1.5' 8, II (NP•) (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 2" X 2" WOOD SERVICE LINE. SLOPE = 1/4" MARKER 45' ELBOW PER FOOT MIN., 1/2" PER FOOT MAX. SEWER MAIN IN LINE WYE FITTING FOR PLUG NEW INSTALLATIONS, SADDLE FITTINGS ALLOWED FOR EXISTING INSTALLATIONS ONLY UPON APPROVAL OF CITY OF BOZEMAN SEWER DEPARTMENT. SERVICE INVERT NO LOWER THAN SPRING LINE OF SEWER MAIN FOR WYE FITTINGS. CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 -- 1/4" BELOW TOP OF NEW PAVEMENT SURFACE HEAVY DUTY MONUMENT BOX, SIMILAR TO CAIRD ENG. NO. 50608-1 STREET PAVING & GRAVEL AS REQUIRED SEAL JOINT WITH RAM—NEK a 8" X 3' ROUND CONCRETE SLAB SLIP HUB TO FROST THREADED ADAPTOR EXPANSION SLEEVE THREADED PLUG CLEANOUT PIPE, 8" PVC NON—SHRINK BACKFILL • a a ,J 0" MIN. d.. • :45' ' •..1�$' BEND. �• , a. •.d END OF `d TRENCH :a e a• ..d 'a••. • .: i• id• d.• :.d y i d.,..• �• 8" PVC END OF LINE CLEANOUT I IF REQUIRED USE PLUG CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 STANDARD DRAWING NONE CLEANOUT DEC. 2003 I Standard casting & cover Frame and cover to be either Caird No. 52441, MCI 305 frome, 305A cover, or IFCO 772 frame, 772-6 cover, or Deeter 1025 Covers shall have two 1" pick holes. #7" Flat slab cover Adjustable rings, 2" min., 12" max. NOTE: All joints between manhole sections, 24" manhole ring and top section, and around Opening sewer pipe into manhole shall be watertight. Jointing material shall be "Ram-Nek" or a equal for all joints except between sewer N pipe and manhole wall. N oManhole steps at c 16" centers Precast reinforced concrete manhole riser 0 L) d and cover manufactured in accordance y with ASTM designation C-478. 0 L +' c c As required w o o (60" min.) y •c° Flexible gasketed joint Gasketed Tee rn c C a E B B N a O N m Q O (D Pipe restraint (typ.) N U Q a) d v7 A Gasketed 90' elbow cast into base Channel = did. of pip8 L- A Precast or poured-in-place base. Poured-in-place base, minimum concrete thickness below pipe is 8 inches. Precast base, minimum thickness is 6 inches. Stainless steel Radius of —�1 all-thread rod, manhole Slope at 1" per foot. 1/2 0 Channel to full Sewer pipe pipe depth. Manhole wall Did. of sewer pipe Epoxy grout rods Stainless steel1 3" into wall 1 _ pipe clamp SECTION A—A SECTION B—B CITY OF BOZEMAN SCALE: STANDARD DROP NO. 02730-5 ,TANDARD DRAWINGI NONE MANHOLE DEC. 2003 FLAT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS SECTION MUTCD STANDARDS, SIZE AS SEE S MOUNTED BACK TO SEE 2.2 FOR SPECIFIED ON PLANS BACK ON POST SIGN SIZES \ M A y 2' MIN. - 2--►{ MIN. 1 0' 2" PREFORATED SQUARE TUBE POST (TELSPAR OR APPROVED EQUAL) 7' MIN. ATTACH SIGNS TO POST WITH 3/8" DRIVE RIVETS (MIN. 2 PER SIGN) STREET MARKER SIGN REGULATORY SIGN 2" PREFORATED SQUARE TUBE o /POST (14 GAUGE) 0 •/ FASTEN POST TO SLEEVE WITH !Xis" CORNER BOLT o (A325) 1 Yz" ABOVE FINISH GRAGE. INSERT BOLT FINISH GRADE 2" o � HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE. r 4" 2 Ya" X 30" 12 GAUGE NON—PREFORATED .`.. SQUARE TUBE SIGN POST SLEEVE (TELSPAR "QUIK PUNCH" OR APPROVED EQUAL) ALL SLEEVES AND SIGN 24" POSTS SHALL BE INSTALLED PLUMB. INSERT SIGN POST 18" INTO SLEEVE M-4000 CONCRETE ANCHOR SIGN POST FOUNDATION DETAIL CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810- 1 STANDARD DRAWING NONE STANDARDS AUG. 1994 Revised 6/2002 18" DIAMOND BLACK PANEL WITH 9 RED REFLECTORS, 3" MIN. SIZE — NUMBER OF. 24 PANELS REQUIRED BY THE DIRECTOR OF PUBLIC SERVICE ROADWAY <+ 24" 0> 2" PERFORATED SQUARE /— TUBE POST (TELSPAR OR APPROVED EQUAL) 48" MIN. ROADWAY GRADE SIGN POST FOUNDATION AS PER STANDARD DRAWING ' 09810-1 60" TYP. - — SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH THICK, WITH ENGINEER GRADE REFLECTIVE SHEETING CITY OF BOZEMAN SCALE: DEAD END BARRICADE NO. 09810-2 STANDARD DRAWING NONE DETAIL AUG. 1994 Revised 6/2002 CROSSWALK STREET 9'TYP. MARKER SIGN 5' i 2' MIN CLEARANCE FROM FACE OF CURB TO EDGE OF SIGN CITY OF BOZEMAN SCALE: TYPICAL STREET No. 09810-4 STANDARD DRAWING NONE MARKER SIGN Sept. 2002 LOCATION City of Bozeman's Approved list of Copper Connections CURB BOXES BRAND SIZE 7 TYPE FACTORY Ni IMBFR A.Y. McDonald 3/4" w/56141,lid 5614 Ford 3/4" EM2-70-56-60R Mueller 3/4" H 10300 A.Y. McDonald 1" w/56141, lid 5614 Ford 1" EM2-70-56-60R Mueller 1" H 10300 A.Y. McDonald 1 %2" w/56141,Iid 5615 Ford 1 '/2" EM2-70-57-60R Mueller 1 %2" H 10300-99002 A.Y. McDonald 2" w/5614L lid 5615 Ford 2" EM2-70-57-60R Mueller 2" H 10300-99002 SADDLES BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 4" 2838 Ford 4" for DIP 20213-540 Mueller 4" BR2130474IP A.Y. McDonald 6" 2838 Ford 6" for DIP 20213-750 Mueller 6" BR2130684IP A.Y. McDonald 8" 2838 Ford 8" for DIP 20213-962 Mueller 8" BR2130899IP A.Y. McDonald 10" 2838 Ford 10" for DIP 202B-1212 Mueller 10" BR213 1104IP A.Y. McDonald . 12" 2838 Ford 12" for DIP 20213-1438 Mueller 12" BR213 1314IP Note: Other copper connectors may be approved by the Water Superintendent on a case by case basis. APPENDIX D City of Bozeman's Approved list of Copper Connections COPPER TO COPPER UNIONS BRAND SIZE TYPE FACTORY NUMBER A.Y.McDonald 3/4" Flare 3 piece 4758 Mueller 3/4" Flare.3 piece H15400 A.Y.McDonald 3/" Compression 3 piece 4758Q Ford 3/4" Compression 3 piece C44-33Q Mueller 3/4" Compression 3 piece H 15403 A.Y.McDonald 3/4" Flare 2 piece 4756 Mueller 3/4" Flare 2 piece H15405 A.Y.McDonald 1" Flare 3 piece 4758 Mueller 1" Flare 3 piece H15400 A.Y.McDonald 1" Compression 3 piece 4758Q Ford 1" Compression 3 piece C44-44Q Mueller 1" Compression 3 piece 15403 A.Y. McDonald 1 ''/2" Flare 2 piece 4756 Mueller 1 %2" Flare 2 piece 15405 A.Y.McDonald 1 %2" Compression 3 piece 4758Q Ford 1 ''/2" Compression 3 piece C44-66Q Mueller 1 %Z" Compression 3 piece H 15403 A.Y. McDonald 2" Flare 2 piece 4756 Mueller T' Flare 2 piece H 15405 A.Y. McDonald 2" Compression 3 piece 4758Q Ford 2" Compression 3 piece C44-77Q Mueller 2" Compression 3 piece H15403 A.Y. McDonald 3/4X1" Compression 3 piece 4758Q Mueller 3/X1" Compression 3 piece H15403 A.Y. McDonald 1X11/2" Compression 3 piece 4758Q COPPER TO COPPER 90'S BRAND j SIZE7 TYPE FACTORY NUMBER A.Y. McDonald 1 ''/2" Flare 4761 Mueller 1 ''/2" Flare H15525 A.Y. McDonald 2" Flare 4761 Mueller 2" Flare H15525 APPENDIX D City of Bozeman's Approved list of Copper Connections STRAIGHT STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 3/" Compression 610OMWQ Mueller 3/4" Compression B24350 A.Y. McDonald 3/4" Flare 610OMW Ford 3/4" Flare B23-332W A.Y. McDonald 1" Compression 610OMWQ Mueller 1" Compression B24350 A.Y. McDonald I" Flare 610OMW Ford I" Flare B23-444W A.Y. McDonald 1 %2" Compression 6100MWQ Mueller 1 %2" Compression B24335 A.Y. McDonald 1 ''/2" Flare 6100MW Ford 1 %2" Flare BF23-666W A.Y. McDonald 2" Compression 6100MWQ Mueller 2" Compression B24335 A.Y. McDonald 2" Flare 610OMW Ford 2" Flare BF23-777W ANGLE STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald 3/4" Compression 4602BQ Mueller 3/4" Compression B24258 A.Y. McDonald 3/4" Flare 4602 Ford 3/4" Flare KV23-332W A.Y. McDonald 1" Compression 4602BQ Mueller 1" Compression B24258 A.Y. McDonald 1" Flare 4602 Ford 1" Flare KV23-444 A.Y. McDonald 1 %2" Compression 4602BQ Mueller 1 ''/2" Compression B24276 A.Y. McDonald 1 '/2" Flare 4602B Ford 1 '/2" Flare FV23-666W A.Y.McDonald 2" Compression 4602BQ Mueller 2" Compression B24276. A.Y. McDonald 2" Flare 4602B Ford 2" Flare FV23-777W APPENDIX D City of Bozeman's Approved list of Copper Connections CORPORATION STOPS BRAND SIZE TYPE FACTORY NUMBER A.Y. McDonald '/" Ball Corps 4701BQ Mueller %" Ball Corps B25008 Ford '/4" Ball Corps FB10003Q A.Y. McDonald 1" Ball Corps 4701BQ Mueller 1" Ball Corps B25008 Ford 1" Ball Corps F1310004Q A.Y. McDonald 1 %2" Ball Corps 4701 BQ Mueller 1 ''/z" Ball Corps B25008 Ford 1 '/2" Ball Corps FB 10006Q A.Y. McDonald 2" Ball Corps 4701 BQ Mueller 2" Ball Corps B25008 Ford 2" Ball Corps FB 10007Q CURB STOPS BRAND -T--S-IZ—E-1 TYPE FACTORY NUMBER A.Y. McDonald 1/" Ball Valves/Minneapolis Thread 6104Q Mueller 3/4" Ball Valves/Minneapolis Thread B25155 Ford 3/" Ball Valves/Minneapolis Thread B44-333MQ A.Y. McDonald 1" Ball Valves/Minneapolis Thread 6104Q Mueller 1" Ball Valves/Minneapolis Thread B25155 Ford 1" Ball Valves/Minneapolis Thread B44-444MQ A.Y. McDonald 1 %" Ball Valves/Minneapolis Thread 6104Q Mueller 1 ''/z" Ball Valves/Minneapolis Thread B25155 Ford 1 %" BaII Valves/Minneapolis Thread B44-666MQ A.Y. McDonald 2" Ball Valves/Minneapolis Thread 6104Q Mueller 2" Ball Valves/Minneapolis Thread B25155 Ford 2" Ball Valves/Minneapolis Thread B44-777MQ APPENDIX D APPENDIX E City of Bozeman Modifications to MPWSS (5th Edition) Comment/Suggestion Form 1) Use a new comment form for each section/specification addressed (if applicable) 2) Section/Specification Page Paragraph (if applicable) 3) Type of Remark/Suggestion (check one) _General _Boiler Plate _Technical Spec. _Typographical 4) COMMENTS: (you may attach a marked-up page of C.O.B. Modifications to MPWSS or other documents) 5) Name Organization Address Phone 6) Mail completed form to: City of Bozeman Engineering Department P.O. Box 1230 Bozeman, MT 59771-1230 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS PART1 GENERAL 1.01 SECTION INCLUDES 1.02 General 1.03 Coordination With Durston Road Improvements - N. 19th to N. 7th 1.04 Pipe Bedding and Backfill Materials 1.05 Asphalt and Aggregates for Street Improvements 1.06 Miscellaneous Striping and Pavement Markings 1.07 Protection of Existing Roadway R.O.W. and Property 1.08 Asbestos Cement Pipe 1.09 Specific Information of Project Work Sites A. General B. Water C. Sewer D. Street, Storm Sewer and Site Grading E. General Surface Restoration Details F. Private Property Restoration G. Tree Removal H. Irrigation Flow 1.10 Utilities 1.11 Traffic Signal Related Items 1.12 Private Property Restoration Exhibits 1.02 GENERAL The following Special Provisions are hereby made a part of this contract and shall supplement and/or supersede any articles of these specifications in conflict therewith. Any subsequent addenda issued after these specifications have been prepared shall supplement and/or supersede any articles of these specifications. 1.03 COORDINATION WITH DURSTON ROAD IMPROVEMENTS - N. 19TH TO N. 7TH Reconstruction of Durston Road between N. 19th Ave. and N. 71h Ave. will commence at approximately and during the same time frame as this project, under a separate construction contract. The work between N. 19th Ave. and N. 7th Ave. will start at N. 19th Ave. and proceed from west to east. It will be the responsibility of the Contractor to coordinate his work with the said project, specifically with respect to construction traffic control and the need for detours around construction zones in the areas directly east and west of N. 19th Ave. and through the Durston Road/N. 19th Ave. intersection. The Contractor shall work cooperatively with the City of Bozeman and other contractors to ensure that all work is completed in a safe and 00910 — Page 1 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS orderly manner. If additional signing is deemed necessary by the Owner, Engineer, or Contractor these signs shall be installed where needed. If the additional signing results in extra expenses, then this shall be compensated as a change order or through the Exploration/Extra work bid items provided. 1.04 PIPE BEDDING AND BACKFILL MATERIALS A. Bedding. The pipe bedding requirements shall be in accordance with MPWSS Section 02221 with the following exception: Pipe bedding material shall be crushed stone or gravel of the following gradation requirements: Sieve Opening % Passing 1" 100 3/4" 90-100 3/8" 20-55 No. 4 5-10 No. 8 0-5 At least 35% of the material retained above the No. 4 mesh sieve, shall have at least one fractured face. The specified bedding shall be from 4" beneath the pipe to 6" over the top of the pipe. B. Backfill. All backfill requirements for this project shall be in accordance with the Type A Trench Backfill Specification of Section 02221. All references to Type B and Type C Trench Backfill are to be deleted. The Contractor shall use hand compaction and hand equipment (wacker rammers, etc.) methods to backfill under and around all facility crossings. The Contractor shall install sand material 6" around the exterior of facility crossings or exposed facilities of natural gas, phone, power, and TV. The Contractor shall process all materials as needed for use as backfill, or at his option and expense, import suitable processed materials in lieu of processing the trench materials. C. For any areas where contaminated materials are encountered, the Contractor shall comply with the procedures outlined in Section 01010 for contaminated materials. 00910 — Page 2 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS D. Topsoil. Prior to the start of the excavation work, the Contractor shall excavate and stockpile the topsoil of all existing grassed areas. The excavation shall be the full depth of the topsoil, or a minimum of 4 inches depth. This material shall be stockpiled for later replacement to the trench and other disturbed areas of the work. 1.05 ASPHALT AND AGGREGATES FOR STREET IMPROVEMENTS A. The Base Gravels required shall meet the Crushed Sub Base Material specification 02235-2.2, and shall be of the 1-1/2" minus gradation of Section 02235-2.3 of the MPWSS, 5th Edition. At least 35 percent of the material retained on each individual sieve larger than the No. 4 mesh sieve shall have at least one fractured face. B. The Sub Base Gravels required shall meet the Uncrushed Sub Base Material specification 02234-2.2 and shall be of the 4" minus gradation of Section 02234-2.4 MPWSS, 5th Edition. 6" minus Pitrun material may be used provided the material meets the requirements specified for the No.4 and No. 200 sieves. C. Trench Restoration: Where existing street surfaces are cut for the installation of water and sewer utilities or connecting improved streets to existing streets the surface restoration section shall consist of 3" of Asphalt Concrete on 12" of Crushed Base Course. 1.06 MISCELLANEOUS STRIPING AND PAVEMENT MARKINGS All existing pavement markings shall be removed or obliterated within the construction limits as specified in MPWSS Section 2581-3.3. Removal of existing pavement markings is incidental to the pavement marking bid items. No separate payment will be made. It will be the responsibility of the Contractor to review the site to reflect in his bid the cost associated with the removal effort. All pavement markings on the new road section shall be Inlaid Thermoplastic Pavement Markings as specified in MPWSS Section 02582, with the exception of Bike Symbols which shall be Pre-formed Plastic Tape as specified in MPWSS Section 02581. 00910 — Page 3 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 1.07 PROTECTION OF EXISTING ROADWAY R.O.W AND PROPERTY All equipment shall be fitted with pads on the outriggers, and other equipment accessories as needed to prevent damage to existing pavement, curb & gutter, and sidewalk during the course of the project. Any damages from the Contractor's operations shall be corrected by the Contractor, at his expense, in a manner as directed by the Engineer. The Contractor shall review the conditions of the existing streets and the existing pavement sections to determine the type of working surfaces that he will have. The construction operations and costs shall reflect any restricting or fragile conditions. The Contractor shall take necessary precautions in protecting personal property situated adjacent to the work areas. All damages to personal property shall be repaired by the Contractor at his expense, as directed by the Engineer. 1.08 ASBESTOS CEMENT PIPE The Contractor is advised that asbestos cement (AC) pipe will be present in the project site. The project requires the Contractor to disturb the AC pipe in various places and ways that may result in the release of airborne asbestos fibers. Asbestos-containing materials (ACM) and the disturbance of such materials are subject to a variety of federal, state, and/or local regulations. It is the Contractor's responsibility to ensure these regulations and other applicable requirements are understood and complied with during the completion of this project. Those regulations of most concern with respect to this project include, but are not necessarily limited to, the following: • The Montana regulations (ARM 17.74.301 etseq.)pursuant to the Montana Asbestos Control Act and administered by the Montana Department of Health and Environmental Sciences. • The Asbestos National Emission Standards for Hazardous Air Pollutants (40 CFR Part 61, Subparts A and M) pursuant to the Federal Clean AirAct, as amended, and administered by the U.S. Environmental Protection Agency. • The federal regulations governing construction worker health and safety (29 CFR Part 1926, Subpart D) pursuant to the Occupational Health and Safety Act, as amended. • Local regulations and requirements pertaining to the disposal of ACM in a sanitary landfill. 00910 — Page 4 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS The Contractor shall prepare a written plan for the proper removal, disposal, and management of the AC pipe and the protection of worker health and safety, as may be required. At a minimum, the plan shall describe the engineering controls and practices the Contractor will employ to minimize and control the release of asbestos fibers and subsequent exposure to site personnel, identified in 29 CFR 1926.1101 Subpart Z (g). The plan shall also address the Occupational Safety and Health Administration (OSHA) requirements [29 CFR 1926.1101 Subpart Z(c)]specifically intended to protect workers from exposure to airborne asbestos levels above prescribed action levels. The Contractor shall ensure that properly trained personnel are available on the project site during the term of the project. According to the Montana Department of Environmental Quality(DEQ), an "asbestos worker" involved in the removal of ACM is required to complete at least 8 hours of OSHA training prior to any ACM removal. In addition, the Contractor must ensure that an "asbestos contractor supervisor" with 40 hours of OSHA training is required to be on site at all times during ACM removal. The Contractor shall be responsible for the disposal of AC pipe material and must adhere to all federal, state, and/or local regulations. Because "intact" AC pipe is considered to be non-friable asbestos, disposal of intact AC pipe does not mandate the utilization of a Class II landfill. Preliminary consultation with DEQ and the Logan Landfill indicates that the Logan Landfill will allow the disposal of AC pipe sections (not to exceed 14 feet in length) that are removed from the project site. Further consultation with Larry Pierce, Manager of the Logan Landfill, will be required prior to disposal of AC pipe to coordinate the requirements of transportation and disposal of AC pipe. Larry Pierce can be contacted at (406) 209-0288. It is anticipated that removal of AC pipe will generate a measurable quantity of friable asbestos material. The Contractor shall ensure that transport and disposal of friable asbestos must adhere to all federal, state, and/or local regulations. Consultation with John Podolinsky, DEQ is required to ensure the proper handling and transport of friable (and non-friable) asbestos. Consultation with DEQ is also recommended to obtain assistance with preparation of an Application for a Montana Asbestos Abatement Project Permit and NESHAP Demolition/Renovation Notification, if applicable. John Podilinsky can be contacted at (406) 444-2690. The Contractor will be responsible for disposal of all friable asbestos material. The Contractor will be required to identify a Montana Class I I landfill that accepts friable asbestos and verify with the landfill that the Class II certification is valid. A list of Montana Class II landfills accepting friable asbestos is available from DEQ. The Contractor may also elect to coordinate the transport of friable asbestos through an asbestos-certified company, such as BFI Waste Services. BFI can provide the transport of friable asbestos depending on project specifics, quantity of asbestos, 00910 — Page 5 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS and asbestos-packaging requirements. David Seeberger, BFI, can be contacted at (406) 532-5115. The AC pipe removal and disposal plan shall be submitted to the Engineer and Owner for review and approval at least 1 week prior to the pre-construction conference. A written plan is required; a listing of the federal, state, and/or local regulations that may apply will not constitute a plan. Work shall not begin on any portion of this project where AC pipe will be impacted until an approved plan is on file with the Owner. 1.09 SPECIFIC INFORMATION OF PROJECT WORK SITES A. General - All Areas. 1. Traffic Control Plans are included in Section 01570, CONSTRUCTION TRAFFIC CONTROL of this Project Manual. The plans provide guidelines for the placement of control devices for four distinct work zones. The size of the overall work area and complexity of the surrounding street network preclude the provision of signing details for each condition. 2. The work shall start at the west end of the project(station 10+00)and proceed from west to east in and orderly progression. The work zones that are identified on the traffic control plan shall be the limit of work within each project area until work is completed in that area. These traffic zones shall restrict the advancement of the work unless otherwise noted. The criteria to be used in permitting advancement is as follows: a. Each zone must be completed to the extent that public traffic can safely utilize the right-of-way at the determination of the Owner and the Engineer. This will include a minimum of completion of asphalt paving, general cleanup, street signs, temporary pavement markings, and very minimal interaction with construction activity. b. There must be an on-going active effort with an independent and adequate crew and equipment to complete sidewalks, site restoration items, cleanup, and punch list work. C. Hunters Way and N. 25th Avenue shall not be simultaneously closed to public traffic. 00910 — Page 6 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS d. The Engineer and Owner will considerwork outside the current work zone on a case by case basis with the following provisions: • The Contractor prepare and submit traffic control plans for the work at least one week prior to the start of the work. • The Engineer and Owner are under no obligation to approve work outside the current work zone. • There will be no additional payment for work outside the current work zone not being approved. • Durston Road shall not be fully closed at more than one location at any given time. • The additional traffic control shall be incidental to the Traffic Control Bid Item 506. Separate or additional payment will not be made. • The Contractor shall provide periodic maintenance for disturbed areas. Materials for this maintenance shall be consistent with the conditions of the roadway. Paved streets shall be maintained with cold mix, and gravel streets shall be maintained with gravel, each of a thickness satisfactory to carry the traffic without development of surface irregularities. Any costs related to the road maintenance of the above will be the incidental to the work. 3. The inclusion of these special considerations is intended to be of assistance to the Contractor and does not preclude the presence of non-listed items. 4. Waste soil material may not be disposed of on-site. The Contractor shall be responsible for procuring a suitable location for waste soil disposal. The construction operations and costs shall reflect any waste soil disposal. 5. The Contractor is warned that temporary plugging of any sanitary sewer or storm drain main during construction can only be done if satisfactory by-pass pumping arrangements are provided as determined by the Engineer. 6. The existing flows for all sanitary sewer facilities and storm drain facilities must be maintained at all times. 00910 — Page 7 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS B. Water Improvements 1. All new main and service line connections to existing water mains shall be by live taps made by the City of Bozeman. The Contractor shall provide all materials, excavation, and associated laborto provide the City access to make the tap. No fee's will be charged by the City of Bozeman for making the tap. C. Sewer Improvements 1. All connections to existing sewer mains including service connections shall be by live taps made by the City of Bozeman. The Contractor shall provide all materials, excavation, and associated labor to provide the City access to make the tap. No fee's will be charged by the City of Bozeman for making the tap. 2. T.V. Inspection will be completed by the City of Bozeman prior to acceptance of piping. No fee's will be charged by the City of Bozeman. Cost of any T.V. re-inspection required due to failure to pass inspection shall be the contractor's expense. 3. New manhole rings and covers shall be installed where existing manholes are adjusted. Existing rings and covers shall be salvaged to the Owner. All new manhole rings and covers shall be D & L Foundry and Supply All 172 ring &All 178 cover. No substitution or approved equal will be accepted. D. Street, Storm Sewer, and Site Grading Improvements 1. Material for fill under sidewalks and boulevards shall be Uncrushed Subbase Course. Additional quantity is provided in the Uncrushed Subbase Bid Item 103 to provide for importing material. In cut areas the sidewalk section, including washed-rock base, will be placed on native ground. Fill outside the sidewalks shall utilize native material salvaged From the project, with the exception of the topsoil section, and shall be incidental to the work, separate payment will not be made. 4. The requirements for filling the ditch along portions of Durston Road shall be as follows: Remove all vegetation from within the ditch. Asphalt and base material, if acceptable as determined by the Engineer, from the 00910 — Page 8 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS existing roadway will be used to fill the bottom layers of the ditch. If adequate material is not available from the excavation, Uncrushed Subbase to be paid Under Bid Item 103 will be imported to complete the activity. Material imported to be paid under this item will only be used with prior authorization of the Engineer if it becomes necessary. All material shall be placed in accordance with MPWSS Section 02234-2.2. Asphalt from the existing road surface may be used to fill the ditch if it is broken into chunks with a nominal diameter of 8 inches or less. 5. Geogrid and Geotextile Reinforcement Fabric: Geogrid and Geotextile reinforcement will be used only with prior authorization of Engineer under Bid Items 102 & 102A. The Contractor is advised that the quantity provided on the bid sheet is adequate to cover the entire roadway. The Contractor shall consider this when ordering material and should order this material in stages to avoid excess at the end of the job. Additional payment for restocking or returning excess material will not be made. Geogrid Reinforcement shall meet the requirements of the current AASHTO M288 Geotextile Specification for Highway Applications, and shall be Tensar BX 1200, or approved equal. Geotextile Reinforcement Fabric shall meet the requirements of AASHTO M288, Class 1, woven geotextile and shall be Mirafi 600x, Amoco 2016, or approved equal. E. General Surface Restoration Details Topsoil, fertilizer, and seed/sod shall be placed in all disturbed areas as indicated. 1. Lawn Sod. In areas calling for sod restoration the Contractor shall restore all disturbed areas behind curbs and gutters, sidewalks, retaining walls, and approaches with lawn sod. The sod shall be healthy, mature, and a bluegrass lawn type or similar. An adequate layer of topsoil, 10" minimum depth, with fertilizer shall be placed in accordance with the recommendations of the supplier of the sod. The topsoil requirements shall be the same as for Boulevard Restoration provided below. 00910 — Page 9 of 39 H:\0417\035\docs\Specs0iv 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS Where private lot restoration calls for sod restoration the limits of that restoration shall extend to the newly installed sidewalk regardless of the right-of-way or easement limits. 2. Boulevard Restoration. The Contractor shall restore all boulevard areas by seeding in accordance with MPWSS Section 02910 with the following exceptions: Topsoil shall consist of soil conditioned in the following manner: Ground will be tilled at a depth of ten (10) to twelve (12) inches, and all rock in excess of 1 inch in diameter shall be removed. Soil shall consist of 60% course sand and 20% organics (C:N ratio below 30). Soils will be mixed prior to installation,with a screener/mixer machine, or applied in layers on site and mixed thoroughly with a deep rototiller. Depth of amended soil will be a minimum of ten (10) inches. There will be no compaction following the grading process. Condition all drill seeded areas prior to seeding. Seedbed Application Method Seeding Depth Season of Seeding Drill Seed 0.25 — 0.5 inches 10/1 — 5/15 Fertilizer Application Nitrogen P205 10 -15 Ibs per acre 30 -35 Ibs per acre Seed Mixture Species Seeding Rate (Ibs per acre Fairway Crested Fescue 0.5 Covar Sheep Fescue 0.6 Durar Hard Fescue 0.6 Streambank Wheatgrass 1.2 Western Wheat rass 1 .2 Bannock Wheat grass 1 .2 00910 — Page 10 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14105 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 6. The Contractor shall restore all other disturbed areas by seeding in accordance with MPWSS Section 02910. The following seed mixture shall be used: 1/3 Pubescent Wheatgrass 1/3 Intermediate Wheatgrass 1/3 Crested Wheatgrass The application rate shall be 8 lbs. per acre. Apply lime and fertilizer as recommended by the seed manufacturer. 6. All sod and seeding work shall be supervised or certified upon completion by a person trained and in the business of this type of work in order to achieve the high quality of restoration required. F. Private Property Restoration. 1. As a result of the improvements it will be necessary to mitigate impacts to existing private improvements along the West Babcock St. corridor. The Contractor shall be responsible to work around and protect any improvements not specifically identified to be removed or relocated. The Contractor shall be responsible to repair or replace any improvements not specifically identified to be removed or replaced that become damaged as a result of the work. 2. One task common to all properties shall be the replacement and restoration of disturbed lawn areas. This shall be completed incidental to the work of each property. Unless otherwise specified, all restoration shall be lawn sod. The limits of that restoration shall extend to the newly installed sidewalk regardless of the right-of-way or easement limits. 3. All existing trees shall be protected for the duration of the project unless specified to be removed. In the event any trees are damaged they will be replaced at the expense of the Contractor to the property owner's satisfaction. 4. Where the plans call for the replacement of existing trees, all replacement work shall be supervised or certified upon completion by a person trained and in the business of this type of work in order to achieve the high quality restoration required. 5. Where trees or stumps are designated to be removed, the removal of stumps shall be completed by digging, cutting or grinding to a 00910 — Page 11 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS minimum depth of 6" below the top of the subgrade. Major roots shall be removed to the same depth. The Contractor may only use a City of Bozeman licensed and bonded tree removal service company to remove trees in accordance with methods approved by the Engineer which do not endanger life or damage adjacent trees or property either public or private. This work shall be incidental to the private lot restoration bid item. 6. Special property restoration requirements are listed below. Some items listed in the requirements for each property will be paid under separate bid items. Items to be paid under separate bid items are identified within the specific property restoration requirements. ➢ Vacant Property, 87 fm 1894 (Emil Anderson, 215 %Western Drive)—A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. This will include site grading necessary to extend the existing culvert to accommodate the roadway improvements. All disturbed areas will be restored with a native grass seed mixture. The existing approach to the property will be replaced for approximately 45 feet to match the surface type and width of the existing approach to new road improvements. The existing fence will be removed and replaced to the new property line and to match the new approach. The gate will be relocated to allow off street parking for a pickup truck and horse trailer on the approach. The improvements are illustrated on the attached exhibit (87 fm 1894). All work will be completed within the Construction Work Area identified on the exhibit. DESCRIPTION —VACANT PROPERTY, 87 fm ESTIMATED 1894 QUANTITY_ UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 600 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE RESEED DISTURBED AREAS 1 LS REPLACE FENCE AND GATE 160 LF s 5000 Durston Rd., Tract 8, Smith Subdivision (William & Lois Lydens) - A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. All disturbed areas will be restored with a native grass seed mixture. The existing circular driveway, including 2 approaches to Durston Road, will be replaced for approximately 20 feet into the property to match the surface type and width of the existing approach to the new road improvements. The field approach located on the east side of the property will be abandoned. To 00910 — Page 12 of 39 W041 T,035\docs\Specs\Dty 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS accommodate the new road improvements the trees and hedge located in the front of the property along Durston Road will be removed. The fence along Durston Road, located within the Right of Way, is to be removed. The improvements are illustrated on the attached exhibit (Tract 8, Smith Subdivision). All work will be completed within the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION - 5000 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 1700 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE RESEED DISTURBED AREAS 1 LS REMOVE TREES & - 60 LF OF HEDGE 4 EA REMOVE FENCE 350 LF No impact from construction outside of right-of-way on following Lots: • Vacant Lot, Lot 4, Block 33, Phase 5, Harvest Creek Subdivision (Gateway Partners Limited Partnership) • 3250 Oliver St., Lot 3, Block 33, Phase 5, Harvest Creek Subdivision (Eric Bowman & Molly Poeling) • 3228 Oliver St., Lot 2, Block 33, Phase 5, Harvest Creek Subdivision (Larry & Charlotte Quattrocchi) • 3210 Oliver St., Lot 1, Block 33, Phase 5, Harvest Creek Subdivision (Jerry Anderson) ➢ 5110 Durston Rd., Lot 1, Rearrangement, Tract 7, Smith Subdivision (Darcee Richmond,)— A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing driveway, including approaches to both Valley Drive and Durston Road will be replaced into the property to match the surface type and width of the existing approach to the new road improvements. The Durston Road approach will be replaced for approximately 10 feet and the Valley Drive approach for approximately 20 feet. The existing hedge in the front of the property along Durston Road will need to be removed to accommodate the new road improvements. The hedge will be replaced with a similar type of five-gallon bushes to be installed across the front of the property within property line. All disturbed areas will be restored with a native grass seed mixture. The improvements are illustrated on the attached exhibit (Lot 1, Rearrangement of Tract 7, Smith 00910 — Page 13 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 5110 Durston Road QUANTITY _UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 300 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE RESEED DISTURBED AREAS 1 LS REMOVE AND REPLACE HEDGE 100 LF ➢ No impact from construction outside of right-of-way on following Lots: • 3194 Oliver St. Lot 8, Block 34, Phase 5, Harvest Creek Subdivision (Barry Jeide) • 3182 Oliver St. Lot 7, Block 34, Phase 5, Harvest Creek Subdivision (Kirk Seitz) • 3168 Oliver St. Lot 6, Block 34, Phase 5, Harvest Creek Subdivision (Derek Gustafson) Vacant Parcel, Remainder of Tract 7, Smith Subdivision (Lorie A. Hovanec, Anchorage, AK) — A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. All disturbed areas will be restored with a native grass seed mixture. The improvements are illustrated on the attached exhibit(Remainder Tract 7, Smith Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. DESCRIPTION —Vacant Parcel, Remainder of ESTIMATED Tract 7 QUANTITY UNIT RESEED DISTURBED LAWN AREAS 1 LS No impact from construction outside of right-of-way on following Lots: • 3156 Oliver St., Lot 5, Block 34, Phase 5, Harvest Creek Subdivision (Patrick W. Doran) • 3144 Oliver St., Lot 4, Block 34, Phase 5, Harvest Creek Subdivision (Andrew Campbell) 5170 Durston Rd., 186 fm 4480 and 155 Bk214(William & Deana Taylen) —A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing driveway will be replaced for approximately 30 feet beyond the new sidewalk to match the surface type and width of the existing approach to the new road improvements. A 15'x20' gravel turn around area 00910 — Page 14 of 39 HA0417\035\docs\Specs\Div 1\SE000910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS will be added to match the existing driveway. An 8" sewer main stub, 15" storm drain service, and 1"water service line will be installed to provide utility service to the property in the future and are paid under separate bid items. To accommodate the new road improvements it will be necessary to remove 5 large trees and the hedge in the front of your property along Durston Road. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (186 fm 4480 and 155 Bk 214). All work will be completed within the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —5170 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 550 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE DRIVEWAY IMPROVEMENTS, GRAVEL REGRADE FROM BACK OF SIDEWALK TO MATCH 300 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE _ LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REMOVE TREES & HEDGE 5 EA ➢ No impact from construction outside of right-of-way on following Lots: • 3130 Oliver St., Lot 3, Block 34, Phase 5, Harvest Creek Subdivision (Steven Berg) • 3118 Oliver St.,Lot 2, Block 34, Phase 5, Harvest Creek Subdivision (Jill Thorngren) • 3108 Oliver St.,Lot 1, Block 34, Phase 5, Harvest Creek Subdivision (Robert Nixon) 5200 Durston Rd., Remainder Tract 6, Smith Subdivision (Orville & Annette Christenot) — A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing driveway will be replaced for approximately 10 feet into the property to match the surface type and width of the existing approach to the new road improvements. To accommodate the new road improvements it will be necessary to remove the hedge in the front of your property along Durston Road. The entire length of the hedge will be removed. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (Remainder Tract 6, Smith Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. 00910 — Page 15 of 39 HA0417\035\does\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS ESTIMATED DESCRIPTION — 5200 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, GRAVEL REGRADE FROM BACK OF SIDEWALK TO MATCH 350 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REMOVE HEDGE 200 LF ➢ 5262 Durston Rd., Part of Tract 5 Smith Subdivision (Robert Berndt, Loveland, CO) —A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. Two existing driveways will be replaced for approximately 15 feet beyond the new sidewalk to match the surface type and width of the existing approach to the new road improvements. To accommodate the new road improvements it will be necessary to remove the hedge in the front of your property along Durston Road. The entire length of the hedge will be removed. The fence and gate on the west side of the property will be removed and replaced. The fence in the northeast corner of the property will also be removed. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit(Part of Tract 5, Smith Subdivision). All work will be completed within the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 5262 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 360 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REPLACE FENCE AND GATE 80 LF REMOVE HEDGE 40 LF 00910 — Page 16 of 39 H:\0417\035\docs\SpecsQv 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS No impact from construction outside of right-of-way on following Lots: • 3080 Oliver St., Lot 13, Block 15, Phase 5, Harvest Creek Subdivision • 3064 Oliver St., Lot 12, Block 15, Phase 5, Harvest Creek Subdivision (Darcy Schaufle) • 3046 Oliver St., Lot 11, Block 15, Phase 5, Harvest Creek Subdivision (Tippett Enterprises, LLC) • 3032 Oliver St., Lot 10, Block 15, Phase 5, Harvest Creek Subdivision Jon Rouse & Amanda Hofer • 515 Michael Grove, Lot 5 & Lot 1, Block 1, Phase 2, North Meadows Subdivision (Madison Place Condos, Units 33 - 48) • 3016 Oliver St., Lot 9, Block 15, Phase 5, Harvest Creek Subdivision (Tippett Enterprises, LLC • 3000 Oliver St., Lot 8, Block 15, Phase 5, Harvest Creek Subdivision (Michael Karl • 2976 Oliver St., Lot 7, Block 15, Phase 5, Harvest Creek Subdivision (Kathleen Davies) • 2962 Oliver St., Lot 6, Block 15, Phase 5, Harvest Creek Subdivision (Thomas & Cheri Decker) • 2948 Oliver St., Lot 5, Block 15, Phase 5, Harvest Creek Subdivision (Dorwin & Patricia Schreuder • 2934 Oliver St., Lot 4, Block 15, Phase 5, Harvest Creek Subdivision (Lincoln Trust Co.) • 2920 Oliver St., Lot 3, Block 15, Phase 5, Harvest Creek Subdivision (Phillis Aitke) • 2906 Oliver St., Lot 2, Block 15, Phase 1, Harvest Creek Subdivision (Michael Mahar) • 2902 Oliver St., Lot 1, Block 15, Phase 1, Harvest Creek Subdivision (Brian & Renita Nieuwenhuis) • North Meadows Open Space/Common Area (Clair & Sharon Daines) • Open Space, Greenway Subdivision (City of Bozeman) • 525 Dove Ct., Lot 1, Block 4, Greenway Subdivision (Peter &Ann Ruddy) • 521 Dove Ct., Lot 2, Block 4, Greenway Subdivision (John & Christy Aitchison) • 517 Dove Ct., Lot 3, Block 4, Greenway Subdivision (Colin & Cynthia McWilliams) • Public Park, Greenway Subdivision (City of Bozeman) • 2752 Durston Rd., Tract A, COS E-15-A (Eva Lachenmaier) • Public Park, Phase 1, Harvest Creek Subdivision (City of Bozeman) 00910 - Page 17 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS • 705 Aster, Lot 2, Block 1, Phase 1, Harvest Creek Subdivision (Edith Whitmer) 701 Aster, Lot 1, Block 1, Phase 1, Harvest Creek Subdivision (James Wallace) • 522 GreenwayAve., Lot 1A, Block 7, Greenway Subdivision (Leo & Diana Zahara) ➢ 5540 Durston Rd., 147 fm 2213 (Donald Wirtz & Carol Kunda) -A fill/cut slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing driveway will be replaced for approximately 40 feet into the property to match the surface type and width of the existing approach to the new road improvements. To accommodate the new road improvements it will be necessary to remove the hedge in the front of your property along Durston Road. The entire length of the hedge will be removed. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (147 fm 2213). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 5540 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 900 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REMOVE HEDGE 50 LF ➢ 5570 Durston Rd., 147 fm 229 (Jessie Kemp) - A fill/cut slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing driveway will be replaced for approximately 15 feet into the property to match the surface type and width of the existing approach to the new road improvements. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (147 fm 229). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 5570 Durston Road QUANTITY UNIT_ DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 300 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS 00910 — Page 18 of 39 HA0417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 519 Western Dr., Lot 8, Block 5, Western Subdivision (Wayne & Susan Joyner) - A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. The existing fence will be removed and replaced to the new property line and repaired as necessary to match existing fence. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit(Lot 8, Block 5, Western Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —519 Western Dr. QUANTITY UNIT LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS RELOCATE EXISTING FENCE 75 LF ➢ 2412 Durston Rd., Lot 8, Block 6, Western Subdivision (Frank & AM McCandless) -A fill slope will be constructed at an approximate slope of 4 'feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. To accommodate the new road improvements it will be necessary to remove two large trees in the front of your property along Durston Road. The existing fence will be removed and replaced with a similar type to the new property line. The existing driveway will be replaced for approximately 20 feet into the property to match the surface type and width of the existing approach to the new road improvements. All disturbed areas will be reseeded. The improvements are illustrated on the attached exhibit(Lot 8, Block 6, Western Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —2412 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 300 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS RELOCATE EXISTING FENCE 175 LF REMOVE TREES 2 EA 2406 Durston Rd., Lot 8, Block 2, Kable Subdivision (Robert & Elizabeth Atkins) -A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing 00910 — Page 19 of 39 H\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS grade of the property. The existing fence will be removed and replaced with a new chain link fence at the property line. The existing driveway, both approaches to Durston Road, will be replaced for approximately 20 feet into the property to match the surface type and width of the existing approach to the new road improvements. All disturbed areas will be restored with SOD. The improvements are illustrated on the attached exhibit (Lot 8, Block 2, Kable Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION -2406 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 400 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD - DISTURBED LAWN 1 LS AREAS RELOCATE FENCE & REPLACE WITH CHAIN LINK 145 LF ADJUST AND REPAIR SPRINKLER SYSTEM 1 LS No impact from construction outside of right-of-way on following Lots: • 2622 Daffodil, Lot 1, Block 1, Phase 1, Durston Meadows Subdivision (Mark Petroni) • 2618 Daffodil, Lot 2, Block 1, Phase 1, Durston Meadows Subdivision (Jasmine Crest Three, LLC) • 2614 Daffodil, Lot 3, Block 1, Phase 1, Durston Meadows Subdivision (David & Deborah Chioler) • 2610 Daffodil, Lot 4, Block 1, Phase 1, Durston Meadows Subdivision (Richard & Carisa Fillbach) • 2606 Daffodil, Lot 5, Block 1, Phase 1, Durston Meadows Subdivision (William Schmitz) • 2602 Daffodil, Lot 6, Block 1, Phase 1, Durston Meadows Subdivision (Donna Davis) • 2518 Daffodil, Lot 7, Block 1, Phase 1, Durston Meadows Subdivision (David & Janine Steel) • 2514 Daffodil, Lot 8, Block 1, Phase 1, Durston Meadows Subdivision (Kenneth & Carla Barnett) • 2510 Daffodil, Lot 9, Block 1, Phase 1, Durston Meadows Subdivision (Steve Martin) • 2506 Daffodil, Lot 10, Block 1, Phase 1, Durston Meadows Subdivision (Andrew & Dolores Montoya) • 2502 Daffodil, Lot 11, Block 1, Phase 1, Durston Meadows Subdivision (Charles & Carla Dingman) 00910 - Page 20 of 39 H\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS ➢ 2305 Durston Rd. , Lot 1, Phase 2,Annie Subdivision (Roger&Rosalind Smith) - A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. To accommodate the new road improvements it will be necessary to remove 33 large trees and the hedge in the front of your property along Durston Road. The existing driveways, including 3 approaches to Durston Road, will be replaced for approximately 20 feet into the property to match the surface type and width of the existing approach to the new road improvements. All disturbed areas will be restored with seed. The improvements are illustrated on the attached exhibit (Lot 1, Phase 2, Annie Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —2305 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, GRAVEL REGRADE FROM BACK OF SIDEWALK TO MATCH 1350 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE RESEED DISTURBED LAWN AREAS 1 LS REMOVE TREES 33 EA 2400 Durston Rd., Tract 1, COS 1855 (Willow Brook Condo, Whitney Jensen) — West Portion: No impact from construction outside of right-of- way on the west portion of the parcel. East Portion: On the east of portion of the parcel, east of COS 1817, A fill slope will be constructed at an approximate slope of 4 feet horizontal to 1 foot vertical to match the new roadway to the existing grade of the property. Site grading will also be necessary to accommodate the replacement and extension of the existing culvert located directly east of the property. All disturbed areas will be restored with native grass seed. The improvements are illustrated on the attached exhibit (Tract 1, COS 1855, East Portion). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —2400 Durston Road QUANTITY UNIT RESEED DISTURBED AREAS 1 LS ➢ 2308 Durston Rd., Tract B, COS 1817 (Western Shamballa, Inc.) — To accommodate the new road improvements it will be necessary to remove the two large trees, two rock planters, the rock mailbox, and yard light located in the vicinity of your approach to Durston Road. These items will be replaced with similar structures on the outside of the easement for Durston Road. The fence near the approach may need to be relocated or modified slightly to accommodate the relocation work. The existing driveway will be replaced to 00910 — Page 21 of 39 HA0417\035\docs�SpecsOiv 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS match the surface type and width of the existing approach to the new road improvements. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (Tract B, COS 1817). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —2308 Durston Road QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 325 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REMOVE/REPLACE ROCK PLANTERS, MAILBOX, 1 LS YARD LIGHT & TERMINATE ELECTRIC REMOVE TREES 2 EA ➢ 515 N 23rd Ave., Lot 15, Block 5, Phase 4, West Park Manor Subdivision (Westland Enterprises, Inc. — Mitch Simkins) — Site grading and fence removal and replacement will be necessary to accommodate the replacement of the culvert located near the west end of the property. All disturbed areas will be restored with native grass seed. Protect existing trees. The improvements are illustrated on the attached exhibit (Lot 15, Block 5, Phase 4, West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 515 N 23`d QUANTITY UNIT RESEED DISTURBED LAWN AREAS 1 LS REPLACE WOOD FENCE 20 LF ➢ No impact from construction outside of right-of-way on following Lots: • Lot 1, Block 14, Phase 1, Annie Subdivision (Alcurt Bozeman, LLC) • 516 N. 23rd Ave., Lot 17, Block 4, West Park Manor Subdivision (Westland Enterprises, Inc. — Mitch Simkins) • 523 N. 22rd Ave., Lot 16, Phase 4, West Park Manor Subdivision (Westland Enterprises, Inc. — Mitch Simkins) ➢ 2165 Durston Rd., Tract A, Blk 13, Amended Plat of Annie Subdivision (Fellowship Baptist Church of Bozeman, LLC) — A fill slope will be constructed at a maximum slope of 4 feet horizontal to 1 foot vertical to accommodate the replacement of the sidewalk match adjacent to the property. All disturbed areas will be restored with sod. The improvements 00910 — Page 22 of 39 H\0417\035\docs\Specs1Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS are illustrated on the attached exhibit (Tract A, Amended Plat of Annie Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION —2165 Durston Road QUANTITY UNIT LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS ➢ 522 - 524 N. 22"d Ave., Lot 17, Block 3, West Park Manor Subdivision (Westland Enterprises, Inc. - Mitch Simkins) - Site grading will be necessary to accommodate the replacement and extension of the culvert located near the east boundary of the property. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit (Lot 17, Block 3, Phase 3, West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 522-524 N. 22"d QUANTITY UNIT LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS ➢ 521 - 523 N. 215t Ave., Lot 15, Block 3, West Park Manor Subdivision (Westland Enterprises, Inc. - Mitch Simkins) - A fill slope will be constructed at a maximum slope of 4 feet horizontal to 1 foot vertical to accommodate the replacement of the sidewalk match adjacent to the property. All disturbed areas will be restored with sod. Protect and repair existing lawn irrigation system as necessary. The improvements are illustrated on the attached exhibit (Lot 15, Block 3, Phase 3, West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 521-523 N. 215' QUANTITY UNIT LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS ➢ Summer Creek Condos, Tract B of Amended Plat of Annie Subdivision, Phase 1 (Summer Creek, LLC) - No impact from construction outside of right-of-way. ➢ 522 - 524 N 215t Ave., Lot 18, Block 2, West Park Manor Subdivision (Linda L. Hutto, Cobh County Cork, ND) -A fill slope will be constructed at a maximum slope of 4 feet horizontal to 1 foot vertical to accommodate the 00910 - Page 23 of 39 H\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS replacement of the sidewalk match adjacent to the property. It will also be necessary to trim the hedge to accommodate the sidewalk. All disturbed areas will be restored with sod. The improvements are illustrated on the attached exhibit(Lot 18, Block 2, Phase 2 West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 522-524 N. 21st QUANTITY UNIT_ LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS 523 - 525 N. 20th Ave., Lot 17, Block 2, West Park Manor Subdivision (Ilene Brissonneaud,James Morgan & Henry Ehlers)—To accommodate the replacement of the sidewalk adjacent to the property it will be necessary to remove the existing hedge and rock garden located within the right-of-way. All disturbed areas will be restored with sod. Protect and adjust the existing lawn irrigation system as necessary. The hedge will be replaced with a similar type of Five-gallon 'bushes to be installed across the front of the property within property line. The improvements are illustrated on the attached exhibit(Lot 17 Block 2, Phase 1, West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION — 523-525 N. 20th QUANTITY UNIT LANDSCAPE WITH SOD — DISTURBED LAWN 1 LS AREAS REPLACE HEDGES 110 LF REPLACE ROCK GARDEN 1 LS ADJUST AND REPAIR SPRINKLER SYSTEM 1 LS ➢ No impact from construction outside of right-of-way on following Lots: • 1951 Durston Rd., Lot 1, Minor Subdivision No. 286 (Rocky Mountain Oil, Inc. ) • 522 N. 20th Ave., Lot 18, Block 1, West Park Manor Subdivision (Kathleen Erickson & Brian Wood) r 523 - 525 N. 19th Ave., Lot 17, Block 1, West Park Manor Subdivision (Edmond & Mary Greer) — The existing retaining wall near the corner of Durston Road and N. 19th Avenue will remain in place. If it is damaged during construction it will be replaced to its existing location. The existing driveway will be replaced for approximately 5 feet into the property to match the surface type and width of the existing approach to the new road 00910 — Page 24 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS improvements. The improvements are illustrated on the attached exhibit(Lot 17, Block 1, Phase 1, West Park Manor Subdivision). All work will be completed with the Construction Work Area identified on the exhibit. ESTIMATED DESCRIPTION - 523-525 N. 19th QUANTITY UNIT DRIVEWAY IMPROVEMENTS, ASPHALT REGRADE FROM BACK OF SIDEWALK TO MATCH 110 SF EXISTING GRADE, SURFACE TYPE AND WIDTH OF THE EXISTING DRIVEWAY SURFACE LANDSCAPE WITH SOD - DISTURBED LAWN 1 LS AREAS G. Tree Removal 1. Tree removal along the Durston Road Corridor represents a significant aspect of the project. It may be necessary for the Contractor to proceed with and complete the tree removal activities prior to the start of the roadwork to facilitate relocation of telephone, gas and power utilities. In this case the Owner will provide written notice for the contractor to proceed with tree removal. Under this circumstance, contract time will not commence until the Notice to Proceed for the overall project is issued. 2. At some locations tree removal is identified and paid under the private property restoration items provided above. At locations where a significant amount of tree removal within the existing street right-of- way will occur specific bid items are provided. These areas are provided below: ➢ Tree Removal Station 10+00 to 11+00 — South side of Durston Road: There are 4 large trees and several smaller trees and bushes in this area to be removed to accommodate the new roadway. Bid Item 173 provides for the tree removal effort in this specific area. y Tree Removal Station 14+75 to 16+00 — South side of Durston Road: The existing hedge will be removed for its entire length in this area. Bid Item 174 provides for the removal and replacement of the hedge in this specific area. Tree Removal Station 17+50 to 19+10 — South side of Durston Road: There are 5 large trees, some smaller trees, and the entire length of h1Sdge in this area to be removers to accommodate the 00910 — Page 25 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS new roadway. Bid Item 175 provides for the tree removal effort in this specific area. ➢ Tree Removal Station 19+10 to 21+00 — South side of Durston Road: The entire length of hedge in this area will need to be removed. Bid item 176 provides for the tree removal effort in this specific area. ➢ Tree Removal Station 21+80 to 22+75 — South side of Durston Road: The entire length of hedge in this area will need to be removed. Bid Item 177 provides for the tree removal effort in this specific area. ➢ Tree Removal Station 34+00 to Station 34+50 — North Side of Durston Road: There are a significant amount of large trees and bushes located within the Durston Road right-of-way on the north side of the roadway. Bid Item 178 provides for the tree removal effort in this specific area. Tree Removal Station 37+25 to 37+50 — South side of Durston Road: The entire length of hedge in this area will need to be removed. Bid Item 179 provides for the tree removal effort in this specific area. ➢ Tree Removal Station 41+00 to 42+50 — South side of Durston Road: Two large trees in this area will need to be removed. Bid Item 180 provides for the tree removal effort in this specific area. ➢ Tree Removal Station 47+00 to 48+00 — South Side of Durston Road: Two large trees in this area will need to be removed. Bid Item 181 provides for the tree temoval effort in this area. Tree Removal Station 59+75 to 61+00 — South Side of Durston Road: The entire length of hedge in this area will need to be removed. Bid Item 182 provides for the tree removal effort in this specific area. 3. Additional trees located throughout the corridor and within the Durston Road. right-of-way that are in conflict with the roadway improvements are minor in nature compared to those identified above or with the property restoration bid items. These trees that are not specifically identified in the bid documents and shall be removed as incidental to the project and separate or specific payment will not be made. 00910 — Page 26 of 39 H10417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 4. In all cases it will be the responsibility of the Contractor to conduct his own site specific review of the tree removal needs for the project to reflect in his bid the cost for all tree removal activities. 5. Where trees or stumps are designated to be removed,the removal of stumps shall be completed by digging, cutting or grinding to a minimum depth of 6" below the top of the subgrade. Major roots shall be removed to the same depth. The Contractor may only use a licensed and bonded tree removal service company to remove trees in accordance with methods approved by the Engineer which do not endanger life or damage adjacent trees or property either public or private. This work shall be incidental to the private lot restoration bid item. H. Irrigation Flow The Contractor is advised that starting on approximately April 1, 2005 irrigation flow from the Farmer's Canal will be present in all of the streams and ditches crossing Durston Road and in the roadside ditch along the north side of Durston Road. Flow will need to be maintained across Durston Road during the installation of culverts. Dual culverts are called for at most locations to help facilitate the installation. A dewatering effort will also be required for work to fill the existing ditch on the north side of the road. The Contractor shall reflect in his bid the cost of dealing with the irrigation flow. The cost associated with this activity shall be incidental to the work and no separate or specific payment will be made. 1.10 UTILITIES A. General 1 . Private utility companies will be removing/relocating/installing facilities in conjunction with this project. At a minimum these companies will include the Northwestern Energy (gas, electric), Bresnan Communications and QWest (telephone). It will be the responsibility of the Contractor to coordinate the relocation of these facilities with his work. It will also be the responsibility of the Contractor request and coordinate the temporary relocation or temporary removal of the facilities that the Contractor believes is necessary to protect the facility in question. In some cases the temporary removal or relocation of the facilities may not be possible, feasible, or necessary. In these cases the Contractor shall reflect in his bid any cost associated with this work or the restrictive work conditions of coordination, installation, crossing or parallel facilities, or clearances to leave these facilities 00910 — Page 27 of 39 HA0417\035\does\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS intact, shall be reflected in the Contractor's bid as incidental to the work. The Contractor shall work cooperatively with these companies regarding these activities. 2. The location of private utilities as they exist prior to relocation work is illustrated on the plans. The Contractor shall be responsible for coordinating the removal/relocation/installation of the private utilities to ensure that all utilities are in the proper locations prior to the placement of asphalt surfacing. 3. The Contractor shall also coordinate the need for utility conduits under paved areas. Preliminary locations for these conduits are provided on the plans and have been coordinated with the utility companies. The Contractor shall continue this coordination effort to verify the need for the conduits illustrated or additional conduits that may be necessary. B. Qwest Telephone 'I. Qwest has a significant amount of existing facilities located in Durston Road. A summary of the facilities and how they will be addressed during construction is provided below: • West project boundary to 31+00: A distribution cable is located on the north side of the proposed roadway. This cable will be relocated to the north of the proposed north curb line of the roadway. The final location will be between the north curb line and existing sidewalk. It may be necessary to lower these cables at intersections with connecting streets. The Contractor will be expected to coordinate the work around this line with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation/lowering work. • Station 14+30: It will be necessary to relocate and adjust the surface equipment on the north side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation/adjustment work. • Station 19+10: It will be necessary to relocate and adjust the surface equipment on the south side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation 00910 — Page 28 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 19+68: It will be necessary to relocate and adjust the surface equipment on the north side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 21+80: It will be necessary to relocate and adjust the surface equipment on both sides of the road to accommodate the new roadway. The distribution cables crossing the road will also need to be lowered. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 26+38: It will be necessary to relocate and adjust the surface equipment on the south side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 28+47: It will be necessary to relocate and adjust the surface equipment on the north side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 36+16: The fiber optic line and distribution cables crossing the road will need to be lowered to accommodate the new roadway. The Contractor will be expected to coordinate the work around these facilities With Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation/lowing work. • Station 36+16 to 37+00: There is a fiber optic line on the north side of the roadway that will remain in place and undisturbed. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or 00910 — Page 29 of 39 H\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS clearances to leave this facility in tact. These costs shall be incidental to the work. • Station 37+00: It will be necessary to relocate and adjust the surface equipment on the north side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. • Station 36+16 to 37+29: There is a distribution cable on the south side of the roadway that will remain in place and undisturbed. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work. • Station 43+80: A distribution cable and fiber optic cable crosse the roadway. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work. • Station 44+34: It will be necessary to relocate and adjust the surface equipment on the south side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Qwest during construction. The relocation work will take place behind the Contractors project traffic control. Qwest will provide any necessary relocation /adjustment work. 2. Qwest Communications will provide all necessary relocation work and adjusting of equipment on the project. In all cases the Contractor will be expected to coordinate his work to allow Qwest to make any necessary adjustments after he has removed the existing asphalt but prior to the construction of the new roadway. Final adjustment to surface equipment related to site grading will be complete after the grading work is complete. The Contractor shall anticipate the need for additional site grading and cleanup resulting from the Qwest relocation work. The Contractor shall coordinate his work with Qwest at all times during the project to be sure that all facilities are properly protected and work cooperatively with QV vest regarding these activities, including providing access for the relocation work. Any cost 00910 — Page 30 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS associated with the above activities and associated coordination shall be incidental to the work. No separate payment will be made. C. Bresnan Communications 1. Bresnan Communications will provide all necessary relocation work and adjusting of equipment on the project. In all cases the Contractor will be expected to coordinate his work to allow Bresnan to make any necessary adjustments after he has removed the existing asphalt but prior to the construction of the new roadway. Final adjustment to surface equipment related to site grading will be complete after the grading work is complete. The Contractor shall anticipate the need for additional site grading and cleanup resulting from the Bresnan relocation work. The Contractor shall coordinate his work with Bresnan at all times during the project to be sure that all facilities are properly protected and work cooperatively with Bresnan regarding these activities, including providing access for the relocation work. Any cost associated with the above activities and associated coordination shall be incidental to the work. No separate payment will be made. • Station 40+29: There is a fiber optic line crossing the roadway that will remain in place and undisturbed. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work. • Station 40+29 to 64+00: There is a fiber optic line on the north side of the roadway that will remain in place and undisturbed. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work. • Station 62+76: There is a fiber optic line crossing the roadway that will remain in place and undisturbed. This facility will not be relocated or regraded as part of the project. The Contractor shall reflect in his bid any cost associated with the restrictive work conditions of coordination, installation, crossing or paralleling, or clearances to leave this facility in tact. These costs shall be incidental to the work. 00910 — Page 31 of 39 H\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS • Station 62+90: There is a Cable TV distribution cable crossing the roadway. This cable will need to be lowered to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Bresnan during construction. The relocation work will take place behind the Contractors project traffic control. Bresnan will provide any necessary relocation /adjustment work. • Station 37+00. It will be necessary to relocate and adjust the surface equipment on the south side of the road to accommodate the new roadway. The Contractor will be expected to coordinate the work around this facility with Bresnan during construction. The relocation work will take place behind the Contractors project traffic control. Bresnan will provide any necessary relocation /adjustment work. D. Northwestern Energy— Natural Gas 1. Natural gas mains are located along virtually the entire Durston Road corridor. An inventory of the facilities within the project area follows: • East Boundary to West Boundary. A 2" steel main runs the entire length of the project roughly under the center of the new roadway. There are several service lines and branch lines fro the main providing service to the surrounding area. • Station 43+84 to West Boundary: A 2" steel main crosses the roadway from North 25th Avenue and the runs east on the south side of the right-of-way. It crosses to the north side of the right-of-way at Station 50+13 and then continues to the east on the north side of the right-of-way. 2. Some relocation work will be necessary to accommodate the sewer replacement work between N. 21st Avenue and N. 19th Avenue. The exact location or the replacement line will be determined by Northwestern Energy during construction. 3. It may also be necessary to lower a natural gas main/service at other locations throughout the project due to isolated pipe conflicts. 4. No relocation work is planned with the natural gas facilities prior to the start of construction. Northwestern Energy will provide any necessary relocation work in coordination with the road contractor during construction. In cases where relocation work may become necessary, the Contactor will be expected to coordinate his work to allow 00910 — Page 32 of 39 HA0417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS Northwestern Energy to perform that work after he has removed the existing asphalt but prior to the construction of the new roadway. The Contractor shall anticipate the need for additional site grading and cleanup resulting form the Northwestern Energy relocation work. The Contractor shall coordinate his work with Northwestern Energy at all times to be sure that their facilities are properly protected during the project and work cooperatively with Northwestern Energy regarding these activities, including providing access for any relocation work. Any cost associated with the above activities and associated coordination shall be incidental to the work. No separate payment will be made. E. Northwestern Energy— Power 1. Power facilities along Durston Road are primarily overhead distribution and transmission lines. Underground facilities are also present, primarily as distribution lines crossing the roadway. A summary of the underground facilities is: • Station 43+82— Underground distribution line crossing Durston Road. • Station 55+75 to 57+84— Underground facilities parallel the roadway in the future boulevard and behind the future sidewalk. • Station 61+50 to 61+75 — Underground distribution line enters Durston Road from Stoneridge Drive. These facilities will be relocated with the relocation of the power pole at station 61+75. 2. It may be necessary to lower the underground cables to provide adequate cover or to facilitate the construction of the new roadway. In these cases the Contractor will be expected to coordinate his work to allow Northwestern energy to lower the facilities where necessary after he has removed the existing asphalt but prior to the construction of the new roadway. 3. Surface equipment associated with underground facilities will be impacted by the new road grades. Adjustments to these facilities will be necessary to make them compatible with the grading modifications associated with the road improvements. 4. Overhead power facilities are located along the entire length of the project. Due to the widening of the roadway power pole relocation work will be necessary along the entire length of the Durston Road project. 00910 — Page 33 of 39 HA0417\035Aocs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 1.11 TRAFFIC SIGNAL RELATED ITEMS A. Montana Department of Transportation Standard Specifications 1. The following publications are also hereby made a part of this contract and are available for review at the Office of Morrison-Maierle, Inc., 901 Technology Blvd., Bozeman, MT 59715. (1) Book entitled "Standard Specifications for Road and Bridge Construction 1995 Edition." (Montana Dept. of Transportation) (2) Current revision of "Supplemental Specifications To Montana Standard Specifications for Road and Bridge Construction." (Montana Dept. of Transportation) (3) Drawings entitled "Detailed Drawings English Edition Effective: February 2005." Supplemental to the Specifications for Road and Bridge construction (Montana Dept. of Transportation) 2. It is the intent of these Contract Documents to use MPW and EJCDC Agreement Form between the Owner and Contractor, as amended for this project, to control the progress of work and procedural elements associated with the work including, but not limited to, Contract Change Orders, Progress payments, Authority of the Engineer, Contract Times, etc. The Contract Documents incorporate by reference the Standard Specifications for Road and Bridge Construction, 1995 Edition for the purpose of specifying the technical prosecution of the work, and as a means of measurement and basis of payment for bid items, unless otherwise noted herein. B. ELECTRICAL 1. Description. The electrical work to be performed for this project is the installation of a new electrical service, 2 new signal standards, poles, and mastarms, resetting of an 8A controller, 2 new pedestrian push- button standards, new signal heads, and new pedestrian indications. 2. Equipment List and Drawings. Provide submittals in accordance with Section 617.03 of the Standard Specifications and Special Provision for "Table of Contractor Submittals". No extension of contract time due to delay in receiving the necessary electrical material will be considered or allowed for performing electrical work. Submit all electrical shop drawings to the MDT Electrical Unit of the Traffic Engineering Section for review and approval. 00910 — Page 34 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS 3. General. Provide coordination between the contractor, the Engineer, and affected utility companies about the work priorto commencement of work. Coordinate construction activities to insure that temporary or permanent pavement markings and all associated signs are in place prior to the signal turn-on. Inform the Engineer of the desired turn-on date prior to the time the signals are to become operational. The Engineer will inform the Electrical Unit of the Traffic Engineering Section of the desired turn-on date at least two weeks prior to the desired turn-on. The date arranged for the signal turn-on will be mutually agreed to, and should be as close as possible to the contractor's desired turn-on. 4. Description of Materials and Installation. Provide materials and installation in accordance with Section 616, 617, 703 of the Standard Specifications and the following: 1) Conduit. Plastic schedule 80 embedded in sand. Rigid steel terminations are not required at pull boxes and pole foundations. Conduits under roadways are to be pushed or bored. Open cutting across roadway will be allowed only after three unsuccessful attempts at conduit installations using either a fluid assisted directional boring system with a minimum push and pull back force of 27kips, or a directional rod pusher with a minimum push and pull back force of 38kips. Fill open cuts across roadways with flowable fill per the detail on the plans. All cost associated with this process will be included in the unit price bid for this item. 2) Pull Box. Install pull boxes so the surrounding ground slopes away from the pull box top. 3) Signal — Traffic. Supply each traffic signal "RED" and "GREEN" signal indications which utilize light-emitting-diodes (LEDs) in accordance with the latest issue of the I.T.E. Interim Purchase Specification —Vehicle Traffic Control Signal Heads Part 2: Light Emitting Diode Vehicle Traffic Signal Modules. Supply circular signal indications that have colored polycarbonate lens that match the wavelength of the LEDs. Provide LED indications from a manufacturer that guarantees replacement or repair of LED signal indications that fall below 00910 — Page 35 of 39 H10417\035\docs\Specs\Div 1\SEC00910 doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS minimum I.T.E. intensity levels during the first 60 months of operation. Affix a permanent label, indicating the date of installation, to the back of each " RED" and "GREEN" signal indication. The Project Manager must approve the label and method of attachment. Supply LED indications as specified above and manufactured by "Dialight" or approved equivalent. Use 7 conductor signal cable from the pole shaft mounted terminal block to the end of mast arm signal indication. 4) Signal — Pedestrian. Supply pedestrian indications that utilize light-emitting diodes (LEDs) for both the UPRAISED HAND symbol and the WALKING PERSON symbol. Supply pedestrian signal indications that conform to the MUTCD. Supply indications that have the symbols side by side and have Filled in symbols to give the appearance of an incandescent indication. Supply indications that are compatible with the pedestrian signal housing. Supply LED indications that have a guarantee to be replaced or repaired if a signal indication fails to function as intended due to workmanship or material defects within the first 60 months of operation. Supply LED indications that work with a conflict monitor utilizing NEMA-plus functions, specifically DUAL INDICATION. Affix a permanent label, indicating the date of installation, to the back of each LED signal indication. The MDT representative must approve the label and method of attachment. Supply LED indications as specified above and manufactured by the Dialight Corporation or an approved equivalent. 5) Modify Controller. Remove controller pedestal foundation and dispose of concrete foundations per Section 202 of the Specifications. Construct new concrete pedestal in accordance with the Specifications. Install and cap below grade and outside of the foundation, two unused extra 00910 — Page 36 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS conduits, being the same diameter as others required for the controller. Furnish and install all traffic signal control equipment and all emergency preemption equipment as required for a complete and functional installation. Materials include emergency preemption detector and all operating accessories according to the current MDT purchase contract. Furnish all traffic signal control equipment in conformance with the current specifications for traffic signal control equipment. Contact the Electrical Unit of the Traffic Engineering Section for the required specifications. Furnish a bare solid copper AWG No. 6 ground wire, ground rod clamp, and 5/8" X 8' copperweld ground rod for the controller cabinet as part of this item of work. Coordinate all construction activities to ensure all temporary and/or permanent pavement markings and all associated signs are in place prior to the signal turn-on. The traffic signal will be put into operation upon approval, and at the sole discretion, of the traffic signal engineer from the MDT Traffic Engineering Section. The sole discretion of the traffic signal engineer is based on the assurance the project intent has been met, the completeness of the project, and the ability to turn on the traffic signal safely. C. Remove And Salvage. Remove and Salvage existing signal poles, mastarms, pullboxes, and signal indications to the MDT Bozeman Maintenance Yard. Remove all conductors from existing conduits. Remove the entire concrete signal foundation. Dispose of removed foundation material and construct the new foundation in the same location in accordance with the Specifications. Operation of the signal is to be supplemented by traffic control as needed, in order to minimize signal downtime. Coordinate closely with roadway contractor to schedule work in the intersection concurrently to the greatest extent possible. Include the cost of this additional traffic control within associated contract bid items. D. Dual Gang Meter Base Marking. Using a method approved by the Project Manager, label each meter according to its function as lighting or signalization. Provide markings that are permanent, readily visible, and able to withstand rigors of extreme temperature and weather conditions. Include the cost of this work as incidental to associated contract bid items. 00910 — Page 37 of 39 HA041 T035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS E. Video Detection. As part of this item, provide a video detection system to detect vehicles for traffic signal operation. Provide a complete detection system including two video cameras and a rack-mount vehicle detection video processor for each camera to detect vehicles. Place wiring to and in pole #1 for future connection and detection. 1. Provide a detection system that holds a call for presence while a vehicle remains in the detection zone. Provide a video camera that is shielded against sun and inclement weather. Provide all necessary mounting hardware. Provide a three-conductor AWG No. 14 signal cable to supply electrical power from the terminal block on the side of pole to the video camera. 2. Include lightning protection between the video camera and the video processor. Provide any additional coaxial cable,jumpers, connectors, and any miscellaneous equipment required to make this a complete, functional system as part of this item. 3. Insure that a factory representative of the video detection system manufacturer is present at the traffic signal turn-on to give technical assistance in setting up, checking out, and demonstrating that the system meets functional and operational requirements. 4. Two video detection systems that meet these requirements are Iteris Vantage series, and Traficon VIP series. 5. Mount the video camera on the signal standard as shown on the plans. Seal any wire entrance holes drilled in the signal standard as approved by the project manager. Terminate spare conductors from the cable installed for traffic signals at the terminal block on the side of the signal pole to provide electrical power to the three-conductor AWG No. 14 cable coming from the video camera. Deliver the video processor to the construction site at the time of the signal turn on for installation in the cabinet. 6. Payment will be for each camera and shelf-mount video processor, in place and operational, which includes furnishing and installing the equipment. Coaxial cable to transmit the video image from the camera to the processor is paid for separately. F. Video Cable- Copper Coaxial. Provide coaxial cable for transmission of a video signal from a video detection camera to the vehicle detection video processor mounted in the controller cabinet. Provide RG-59/U Type precision video coaxial cable. Provide cable with solid polyethylene 00910 — Page 38 of 39 H:\0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS insulating dielectric, minimum 96 percent tinned copper double braided shield, and black polyethylene outer jacket. 1. One precision video cable that meets these requirements is Belden 8281. Run the coaxial cable from the controller cabinet to the video camera without any splices. Terminate the cable with BNC connectors as necessary for connection to the camera and video processor. Payment will be per foot of coaxial cable from the controller cabinet to the video camera, including all necessary connectors. Cable or conductor for camera power is paid separately. G. Abandon Conduit In-Place. Prior to abandonment of all unused existing conduits, remove and dispose of all conductors in accordance with the Specifications. No separate measurement or payment is made and item is considered incidental to other bid items. 1.12 PRIVATE PROPERTY RESTORATION EXHIBITS The private property restoration exhibits are found following this Section. PART 2 PRODUCTS Mot Used. PART 3 EXECUTION Mot Used. END OF SECTION 00910 — Page 39 of 39 HA0417\035\docs\Specs\Div 1\SEC00910.doc 1/14/05 REGRADE APPROACH TO MATCH NEW ROAD IMPROVEMENTS REMOVE AND REPLACE FENCE TO PROPERTY LINE 25' CONSTRUCTION APPROX TOE OF FILL SLOPE WORK AREA Z 9� LOT 435 LOT 353 67 E 18 25' PNAS BLOCKS 5 BLQCKE 5 PNAS ory SOT OR ST- I i — ,'" i X x ---._ Lo- --- - j ��s — � _ SAS GAS _ 10WTR ® --— — m --- EX i OWTR - x x `—`� x C45' RIGHT-OF-WAY DEED REC©5&5 155, pP. BK CT 8 oN 500p Rp SMITH DU 5� ST'0 RESTORE ALL DISTURBED AREA WITH NATIVE GRASS SEED MIX. UE EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1owrR EXISTING WATER LINE SEWER MANHOLE - - EXISTING SEWER LINE CURB INLET - - -- -- EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE —� SIGN ---- -- x EXISTING FENCE LINE 4 __- .__._ -...__ EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH In MAIL BOX LIGHT POLE TELEPHONE RISER Vtl WELL WATER VALVE � 0 GUY WIRE STORM DRAIN INLET MORRISON '"""_ 215 1l2 Western Dr. 0 MAIERLE,INC. 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LOTr I' 7 10 WESTERN BLCJ REMOVE D RROON 47y5FVR22� LOT 5 EXISTING 141 FM 2215 1 CK LO HEDGE CONSTRUCTION REPLACE DRIVEWAY TO EASEMENT MATCH NEW ROAD IMPROVEMENTS RESTORE ALL DISTURBED AREAS WITH SOD ---- UE ----- - EXISTING ELECTRIC LINE �yf, FIRE HYDRANT EX 1OWrR EXISTING WATER LINE SEWER MANHOLE -- EXISTING SEWER LINE CURB INLET - IE. - - - EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE --� SIGN --------- X EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX �v� LIGHT POLE TELEPHONE RISER VV WELL WATER VALVE O (� GUY WIRE STORM DRAIN INLET o' MORRISON —srs �`" 5540 Durston Road ❑`11 MAIE11KINC. 50 0 25 5o An - Wirtz, Donald & Kunda, Carol Po Boz,1U.w,1¢krwb�6 9o:mm,4,."R1 Mrt.(40)%7_07i f-(�)MI-1176 147 fm 2213 CLIENT:_- IN FEET FIELD WORK.: DATE:4/11/05 POTTED DATE: Jan/12/2000 — 10:4159 DRAWING NAME: 147F2213 j DRAWN BY: SMR SCALE: H:\0417\035\dons\Specs\Div 1\PROPERTY EXHIBITS.dwg CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF 1 - 'LOTTED BY,t-aw— BLOCK 1 1 ( SLOG E 1� I BLAE 1 BLO SE aL SE LOj 6 1 LOT 7 PHASE PH, PHS PHA PhL BLOCK 1 BLACK 1 1 oOpIL DW',OT. 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Kemp, Jessie 50 O 25 50 w 1113,9011', v W.%m•Pkm(106)%m Dnl (ba)M7- 76 147 fin 229 CLIENT:_ IN FEET FIELD WORK:__ DATE:4/11/05 PLOTTED DATE: Jan/12/2006 — 10:41:57 am DRAWING NAME: 147F229 DRAWN BY: SMR SCALE: H:\0417\035\dots\Specs\Div 1\PROPERTY EXHIBITS.dwg CHECKED BY:GJ5 PROJ //:0417.035 SHEET 1 OF 1 PLOTTED BY:cWawner BL AS 11 PHASE I� PHASE pNASE LO LOT LOT 1 LO�K 1 LOT 8 pH BLOC 1 BLOCK 1 BLOCK 1 2616IL 2614 2610DIL 2606IL PHA PHA pl A10 18 ST.DWFOO DUST. DA ST. D S� p FOOL DOIL 2514 ST. 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CLIEN T IN FEET I=LD WORK DATE:4/11/05 PLOTTED DATE: Jan/12/2006 - 10 42:11 0-n DRAWN BY: SMR SCALE: DRAWING NAME: wS-LB85 --- H:\0417\035\does\Specs\Div 1\PROPERTY EXHIWTS.dwg CHECKED BY GJS PROJ #:0417.035 SHEET 1 OF 1 PLOTTED BY:cb*o.ner REGRADE DRIVEWAY REMOVE AND REPLACE EXISTING TO MATCH NEW ROAD 30' RIGHT- FENCE WITH NEW CHAINLINK FENCE TO IMPROVEMENTS OF-WAY PROPERTY LINE AS NECESSARY FOR NEW ROAD LOT � � 1 i oA E 1 LOT 6 1 OT ' L 8 1 LOT p�K 1 LOT LOT CK1 1 pH BOCK OCK I L CK BI K 1 B ASE BI0 1 6 HASE ASE B SE 1 PHA pH pHASE OOIL P 2602 P 78 P A 2510 5�DIL 2506 5T. ODIL 5 ODIC 74 OAT DAFFODIL 25FODIL O�5T. 0 5 ODIL 5" ST_ OAST. ST. GASH GAS GAS GAS GAS GAS GAS GAS GAS RIS GAS LX 555 EX 10WTR _—— -E ------- 1 OWT --TOWTR---- --EX ro — y , 7 24p6 �,' u Ro�NREMOVE EXI§TING 519 WON ES ERN DR q LOT B 6 TREE D�RPC). g T K 5 I ! Du RTO BEOCK g OICK 2 APPROX TOE REGRADE AND RESTORE OF FILL SLOPE EXISTING DRIVEWAY AND 15' CONSTRUCTION REMOVE AND REPLACE WORK AREA TRIM EXISTING TREE FOR EXISTING FENCE WITH NEW /) I SIDEWALK CHAIN LINK FENCE ON PROPERTY LINE, AS NEEDED RESTORE AND RESEED ALL FOR NEW ROAD DISTURBED AREAS IMPROVEMENTS. . UE - EXISTING ELECTRIC LINE FIRE HYDRANT Y Ex 1owrR EXISTING WATER LINE SEWER MANHOLE - EXISTING SEWER LINE CURB INLET EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE SIGN - X — EXISTING FENCE LINE EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX +; LIGHT POLE TELEPHONE RISER �Q WELL WATER VALVE OO {� GUY WIRE STORM DRAIN INLET F-1 MOIZRISON 2412 Durston Road MAILRLE,INC. McCandless Frank & A.M. 50 0 25 50 ""�.�ov"_°"""1 C "" "�°`"W'W� „%' _,°° Lot 8, Block 6 - Western Subd. CLIENT: __ IN FEET EIELD WORK: DATE 4/11/5 FLOTTED DATE: Jan/12/2006 - 10:42:25 am DRAWN BY: SMR DRAWING NAME: wS-LBB6 SCALE: H',0417\035\does\Specs\Div 1\PROPERTY EXHIBITSAwg CHECKED BY:GJS PROD #:0t17.035 SHEET i OF ---I— PLO eo s _b.a.e. REPLACE DRIVEWAY TO MATCH NEW ROAD IMPROVEMENTS 9 0 j 8 LOT LOTrK✓ !vT 1 1 1 ,,rK LO GK �,J BL c5E 1 pNP. 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A" Atkins, Elizabeth 50 0 25 50 m 1.1113.w1 Nd"r ma Bw Id.MR).F�(06)507-07I1 Fw 14N1597-1176 CLIENT: Lot 8, Block 2 - Kable Subd. IN FEET FIELD WORK: DATE:4/11/05 PLOTTED DATE: Jan/12/2006 — 10:42:381 om DRAWN BY: SMR _ DRAWING NAME: KS-L802 SCALE: H:\0411\O35\dots\Specs\Div 1\PROPERTY EXHI81TS.dwg CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF 1 PLOTTED BY:cbrowner 7 ~ !vt 20' CONSTRUCTION REPLACE 3 DRIVEWAYS TO MATCH WORK AREA NEW ROAD IMPROVEM� E -- LOSE,2 SI�rJ 235 VURSTON `\ REMOVE IN EXCESS O PNSuBpNi 30 TREES AND ENTIRE; pN�{� 20' LENGTH OF HEDGE , —_sS.r— Elf�OWIR --- Ex tORR IX IOYIR —"'.-[T _ —_—_ -ALi➢YtIR w aN —`�__7 EEC_ tS O 50' GHT- T AcT 55 T�RSe 1855 OF-WAY TR°G g 1 c s 7 g I c c°s APPROX TOE OF FILL SLOPE V RESTORE ALL DISTURBED LAWN AREAS WITH SOD. RESTORE ALL PASTURE OR FIELD AREAS WITH NATIVE SEED MIX. u --- EXISTING ELECTRIC LINE FIRE HYDRANT Y Ex 1OWTR EXISTING WATER LINE SEWER MANHOLE - EXISTING SEWER LINE CURB INLET - - ---- EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE —a— SIGN - x - - EXISTING FENCE LINE EXISTING CULVERT TREES (7D POWER POLE SHRUBS / BRUSH ® MAIL BOX LIGHT POLE -# TELEPHONE RISER O WELL WATER VALVE STORM DRAIN INLET GUY WIRE Ll� MORRISON 2305 Durston Road oLJI MAlER1,1,,INC. i o0 0 5o I oo � .n r` �ny Smith, Roger & Rosland Lot 1, Phase 2 - Annie Subd. ( IN FEET ) cuEr.c —_—___ __-- LOTTED DATE: Jar./12/2006 — 10:42:48 cm FIELD WORK:__.__ DATE.4 11/05 SPdR %?AWING NAME: Asz—u DRAWN BY: __ SCALE: F:.,0417\035\does\Specs\Div I\PROPERTY E%HiBHS.dwq CHECKED BY:GJS PROJ #:0417.035 SHEET 1___OF 1 a:_oTT-D ar: ,,. i MOuI��N VI�tt3 a_Dp) A t (6t7 A—F) (519 i yam;, - - - - -- - - - - - - - --4&LEAK!`tlEw- - �� GAS GAS x _ GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GA EX 10WTR— --E5C-10 — --- EX-1CWTR ElC IO�K R ___ Fx_iLt - - - - — - - - s - - - - - - GA S — _ x — — _ Y 15' CONSTRUCTION P SE APPROX TOE cT B WORK AREA TRAC1855 OF FILL SLOPE Tos 1617 COS x SITE GRADING TO ACCOMODATE REPLACEMENT AND EXTENSION OF EXISTING CULVERT EAST OF PROPERTY RESTORE ALL DISTURBED AREAS WITH NATIVE GRASS SEED — UE --- EXISTING ELECTRIC LINE � FIRE HYDRANT Ex towrR EXISTING WATER LINE SEWER MANHOLE Ss, __ ___-___ EXISTING SEWER LINE CURB INLET TEL EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE Q— SIGN X EXISTING FENCE LINE R _-+__ .__ . _ EXISTING CULVERT TREES `70-3 POWER POLE SHRUBS / BRUSH ® MAIL BOX I LIGHT POLE TELEPHONE RISER WELL WATER VALVE OO -Q GUY WIRE STORM DRAIN INLET MORRISON " A!'Id 2400 DURSTON � �MAIERLE,INc. s WILLOWBROOK CONCO 50 0 25 50 »"""�`°P,_ vo>w tn1 wi 7.- mw, n.satn vr«..f+osl sm-om �m.I,�1��-„�6 COS 1855 - East Portion CLIENT: IN FEET ) FIELD WORK: DATE:4/11/05 PLOTTED DATE: Jan/12/2006 — 12:05:44 pm DRAWN BY: SMR SCALE: DRAWING NAME: class — :osr H:\Oa17\035\does\Specs\Div i\PROPERTY EXHIBRS.tlwg CHECKED BY:GJS PROJ #:0417.035 SHEET i OF 1 PLOTTED BY:cDrawner � � 3" 44 45' EASEMENT L~_ GAS v GAS GAS GAS GAS GAS GAS GAS GAS GAS - GASEA — m R EX ?OWiR 1OWTR EX 10WTR -- �� ER-TOWTR E" Y —4 - 230 ... TDN DDR - RD I51 CONSTRUCTION WORK AREA APPROX TOE B` OF FILL SLOPE TRACT cas1355 cos REMOVE 2 LARGE TREES, 2 ROCK PLANTERS, AND YARD LIGHT. REPLACE TO BOULEVARD AND PROPERTY SIDE OF SIDEWALK. RELOCATE FENCE AS NECESSARY TO ACCOMODATE. RESTORE ALL DISTURBED AREAS WITH SOD UE ------ -- --- EXISTING ELECTRIC LINE � FIRE HYDRANT Ex 1owrR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET TEL ___—.____ __- _.__ EXISTING TELEPHONE LINE HEADGATE - - EXISTING GAS LINE —o-- SIGN — x EXISTING FENCE LINE _. EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX TELEPHONE RISER LIGHT POLE WATER VALVE OO WELL GUY WIRE STORM DRAIN INLET NIOIZRISON 5 2308 Durston Road L9 MAIERIZiNc. ���E-1 WESTERN SIIAMBALA INC 50 0 25 50 1111 M, SK k: %M ; ,.N>W_an, F.I4061 587-1176 Tr. B, COS 1817 C, IENT: IN FEET MELD WORK:_ __ DATE:4 1 O5 PLOTTED DATE: Jon/12/2006 — 12:22:16 pm DRAWING NAME: C,Bn-TrB DRAWN BY: SMR SCALE: — H,\0417\O35\does\Spays\av 1\PROPERTY EXHIBUTS.dwg CHECKED BY:GJS pROJ #;0417,035 SHEET 1 OF 1 P_OTTED BY:oI-- ' M 7,, - z of 1 CK 14 ` 603 QA Y�TMEr'T HOMES AHAAP SE MDUNTptN VIEW Wt t A D)) �gt3 617 A_0) (�619 A—F) fii 45' RIGHT- - - - -- - - - - - - -� OF-WAY n .. 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Z1� Simkins Mitch 50 p 25 50 '° „13.901 T.N.(,IK k. �11n,. ,w5,M74721 Fa (1 )WA175 Lot 15, Blk 5 West Park Manor CLIENT IN FEET FIELD WORK:---- DATE:4/11/05 PLOTTED DATE: Jan/12/2006 - 12:08:48 prn DRAWN BY: SMR DRAWING NAME: wPM4-u5e5 - SCALE: H�\0417\035\does\Specs\Div 1\PROPERTY EXHISITS.dwg CHECKED BY:GJS PROJ #:0417035 SHEET 1 OF 1 PLOTTED W:cbr—or 10' CONSTRUCTION I WORK AREA �1 . , TRAM ` ISi�F� PLC .. 5 p U80 r � AMEN�E �� QIv1j10�� A NIE 3� N P 115,E WN APPROX TOE CREEK n2 gT0 T RD DOH. yUM�ER iLow�P� cN OF FILL SLO 10' ,' f . ---GAS AAS GAS _ C T W✓ wv — _ EX 10 R EX 1OWTR Wv 50' RIGHT- W Ya T3 'v 0 5za LpT 53 5275i AVE �j BL 522' Amy. �a QGK N 2CIQ N2zp gL�r.K 3 Do RESTORE LAWN AREA WITH SOD TO ACCOMODATE SIDEWALK REPLACEMENT LIE— EXISTING ELECTRIC LINE FIRE HYDRANT Ex IOWTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET ----TEL---- - EXISTING TELEPHONE LINE HEADGATE -- EXISTING GAS LINE —�— SIGN -- - X EXISTING FENCE LINE - - EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX - TELEPHONE RISER @ LIGHT POLE WATER VALVE 0 -{) STORM DRAIN INLET GUY WIRE Ll MORRISON �� 165 Durston Road ❑n MMERLEJNC. �X",45 Fellowship Baptist Church 50 0 25 50 """m'u "°--mod�m,�..v �� ,,,,.W,,..,�Bw �,,n,.o� (W)M,_,,,, F.(M)M,_�,76 Tr A, B1k13, A.P. Annie Subd. CLIENT: IN FEET ) MELD WORK: DATE: 11/05 PLOTTED DATE: Jon/12/2006 — 12.11A8 pm DRAWN BY: SMft DRAWING NAME: cs\O;vn SCALE: H:\0417\035\dots\Specs\D�v 1\PROPERTY EXHIBITS.dwg CHECKED BY:GJS PROD #__OAE 03-- SHEET 1 OF 1 PLOTTED sr:on.a—., aa r p�~ - R AMENpEO OF 0IVIS10N P�T 5�L Y C`d I . 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LOT F xui I p RESTORE LAWN AREAS DISTURBED WITH SOD. CONSTRUCTION RESEED NON-LAWN AREAS WITH NATIVE GRASS SEED. WORK AREA LIE — EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1owrR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET - - -TEL — -- - EXISTING TELEPHONE LINE HEADGATE - EXISTING GAS LINE SIGN x - --- EXISTING FENCE LINE a— EXISTING CULVERT TREES cob POWER POLE SHRUBS / BRUSH ® MAIL BOX TELEPHONE RISER LIGHT POLE WELL �Q WATER VALVE v GUY WIRE STORM DRAIN INLET AlMORRISON w 521 - 523 N. 21 st Ave, MAIERLE,INC. Simkins Mitch 50 0 25 50 """"""'° "` ",v ' /o0.113,""w".�w ft.�.'Vt. "n'-ph— "0fi)M'_0n' `°"(")56'-"'S Lot 15, Blk 3 West Park Manor CLIENT: { IN FEET ) FIELD WORK DATE:4/11;OS -LOTTED DATE: Jan/12/2006 — 10:47:09 Om DRAWING NAME:WPM2-L15B3 DRAWN BY: SMR SCALE: H^,D417\035\dots\specs\Dv 1\PROPERTY EXHIBHS.dwg CHECKED BY:GJS_._ PROJ #/0417.035 S4EET 1 OF 1 PLOTT<D BY:cbrawne. TS�BpIVISIoN P�T AMENDED SLJgplViSiON g4NIEpNA 3 1L SUMMER CREEK CoNDOMINIUMs 30' RIGHT- OF-WAY y4 VM3' JJV WTR EX 1OWTR EX 1OWTR --- -- _� EX 30WTR 0 w r 522-524 = N.2 i st T 15 52,,52 ti $ � LOT 17 LOT OCK 3 N 21et A LOTOK 2 gLp�E N 20th AVE BLOCK PNAS I 5' CONSTRUCTION y WORK AREA RESTORE AREAS DISTURBED DURING SIDEWALK REPLACEMENT WITH SOD. -- - UE ------ ----- - EXISTING ELECTRIC LINE FIRE HYDRANT r -- Ex 1owTR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE SIGN ---- x --- EXISTING FENCE LINE `- EXISTING CULVERT TREES (7Q_) POWER POLE SHRUBS / BRUSH ® MAIL BOX ,�v� TELEPHONE RISER LIGHT POLE InJ WELL WATER VALVE O GUY WIRE STORM DRAIN INLET o En A- MAIERL_ MORRISON =v 522 N. 21 st Ave. TU IM_p._- _I ANQ+9l5 Hutto Linda 5W. " "' °� (06'�'° ' `W"�'�'"�Lot 18, Blk 2 West Park Manor CLIENT: IN FEET MELD WORK:— _ DATE:4/11/'05 - PLOTTED DATE: Jon/12/2006 - 1048:04 Om DP.AWN BY: SMR - DRAWING NAME: WPM2-ueB2 — SCALE: --- H\0417\035\does\Specs\Div 1\PROPERTY EXHIBITS.dwg CHECKED BY:CJS pROJ #:0417.035 SHEET 1 OF 1 PLOTTED 13Y! b w S T �gpIVISIpN PLAT AMEN pEp SOgpIVISION � ANNIE RASE , . "s L0T1 IVISION N g r U'1 5� ! MINORpUg g6 ' STORE Q £` dlz * j 9 HOUDAY TON R� D q 30' RIGHT- OF-WAY GAS u. V s GAS EX 1 OWTR EX 10V✓'R WV 13994' _-- -- EX 1OWTR- -- - -- --- -- -----_ EX 1 OW7R X 10 a 52- N21st ayE. 522 10' N.20tn avE. LOT 1 O W 8 LOT OKB2 BLOC 1 N2an ate. R2 LODGK 1 pNASE 2 PHAS PHASE 1 REMOVE AND REPLACE REMOVE AND REPLACE EXISTING EXISTING HEDGE AND LANDSCAPE BARRIER POSTS TO ROCK GARDEN TO WITHIN 10' CONSTRUCTION WITHIN THE PROPERTY LINE PROPERTY LINE WORK AREA f , ADJUST AND REPAIR EXISITNG SPRINKLER SYSTEM TO MATCH PROPERTY LINE AND FINISHED GRADE. RESTORE ALL DISTURBED AREAS WITH SOD -- UE ----- --- EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1OWTR EXISTING WATER LINE Y SEWER MANHOLE EXISTING SEWER LINE CURB INLET -- - - - EXISTING TELEPHONE LINE HEADGAIE EXISITNG GAS LINE SIGN --— x --- EXISTING FENCE LINE - _ EXISTING CULVERT TREES �QD POWER POLE SHRUBS / BRUSH ® MAIL BOX TELEPHONE RISER LIGHT POLE Q WELL WATER VALVE —(� GUY WIRE STORM DRAIN INLET Ll MORRISOIV 523 - 525 No. 20th Ave. MAIERMINC. s. s Brissonneaud, Morgan Ehlers 50 0 25 50 ' "".'° - eW,� W.59"' "%'W ' ',: 58"11" Lot 17, Blk 2 West Park Manor CLIENT:---- IN FEET FIELD WORK: DATE:4/11/05 PLOTTED DATE: Jan/12/2005 - 10:48:41 am DRAWING NAME: WPM1-L1782 DRAWN BY: SMR SCALE: i\0417\O35\dogs\5pePs\Div 1\PROPERTY EXHIBITS.dwg CHECKED BY:GJS PROJ #:0417.035 SHEET 1 OF 1 PLOTTED BY:cb,—, x µ LOT1... ION V SOBpIVIS . MIN�RNO: 286E M � q H LI R 1? t �l 1g51 OtJR��'-N ,6 _ �,�` : o q REPLACE DRIVEWAY TO MATCH NEW ROAD 30' RIGHT- IMPROVEMENTS OF-WAY - - - GAS 677 77- -GZ GAS GAS—- —GAS GAS K^^✓ WV a WV Wv EX l0W(R X 1 O'Ni R 20z2 AVE 5' th g22 T .1 S Igth LOT �7 1 N AVC- LO LOGK f BLOC-' 1 PNASE ; P 6 CONSTRUCTION 5 I WORK AREA IN.20th AVE EXISTING RETAINING WALL TO REMAIN IN PLACE OR BE REPLACED IF DAMAGED ----UE -- - --- - - EXISTING ELECTRIC LINE FIRE HYDRANT Ex 1owrR EXISTING WATER LINE SEWER MANHOLE EXISTING SEWER LINE CURB INLET ---- - EXISTING TELEPHONE LINE HEADGATE EXISTING GAS LINE o SIGN -- x ----- EXISTING FENCE LINE '4 EXISTING CULVERT TREES POWER POLE SHRUBS / BRUSH ® MAIL BOX LIGHT POLE TELEPHONE RISER O WELL 1 [ WATER VALVE 0 GUY WIRE STORM DRAIN INLET ��MORRISON 522 N. 19th Ave. MAIERMINC. 9�I- Greer 50 0 25 50 ""` "°-° `� "° �I,K,,,�° .a°��.K SPI." ( %,_"n, F�( )56'-„" Lot 17, B lk 1 West Park Manor { CLIENT--- IN FEETPLOTTED DATE: Jan/12/2006 — 10:51:34 om LD WORK:__.___. __ DAi- �L! OC ----- DRAWING NAME: WPMi-u781 [,��IHECKFD RAWN BY: SMR __-- SCALE: a'\0417\035\docs\Specs\Div 1\PROPERTY EXHIBITS.dxg BY:GJS__— PROJ #:0417.035 SHEET 1 OF 1 rLOTTED SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK PART ! GENERAL 1.01 SECTION INCLUDES: A. Organization And Interpretation Of Contract Documents B. Standard Specifications And Technical Provisions C. Other Specifications D. Work Covered By Contract/Nature Of Work/Groundwater Considerations E. Time For Completion And Liquidated Damages F. Engineering Services G. Boundaries Of Work H. Protection Of Site I. Salvageable And Non-Salvageable Items J. OSHA Regulations K. Contaminated Materials L. Underground/Aboveground Facilities M. Miscellaneous Surface Improvements, Public Services N. Field Office Facilities 0. Temporary Facilities P. Site Access 1.02 ORGANIZATION AND INTERPRETATION OF CONTRACT DOCUMENTS A. Specifications and Drawings included in these Contract Documents establish the performance, quality requirements, location and general arrangement of materials and equipment, and establish the minimum standards for quality of workmanship and appearance. B. Specification sections have not been divided into groups for work of subcontractors or various trades. Should there be questions concerning the applicability or interpretation of a particular section or part of a section or Drawing, direct questions to the Engineer. C. Piping and electrical conduit work shown on the Drawings is intended to be depictive and may not be an exact and complete representation of the actual finished work. Include fittings, joints, supports, nuts, bolts, and other accessories required to provide complete and satisfactory piping and conduit systems, as specified, even though some items may not be specifically shown on the Drawings. D. A part of the work that is necessary or required to make each installation satisfactory and operable for its intended purpose, even though it is not specifically included in the Specifications or on the Drawings, shall be performed as incidental work as if it were described in the Specifications and shown on the Drawings. 01010— Page 1 of 15 H:\0417\035\docs\Specs\Div 1\SEC01010.doc 1/9/2006 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK 1.03 STANDARD SPECIFICATIONS AND TECHNICAL PROVISIONS A. The Montana Public Works Standard Specifications (MPWSS), Fifth Edition, March 2003, shall apply on this project, subject to the modifications and additions provided in the City of Bozeman Modifications to Montana Public Works Standard Specifications, Fifth Edition, dated March, 2004, including Addendum No. 1 . All of the above are incorporated herein by reference and shall be subject to the modifications and additions provided in the following Technical Specifications. Copies of the MPWSS are available from: Associated General Contractors of America Montana Contractors Association 1717 11 th Avenue Helena, Montana 59601 Telephone: (406) 442-4162 Copies of the City of Bozeman Modifications to Montana Public Works Standard Specifications are available from: City of Bozeman, Engineering Department 20 East Olive Bozeman, MT 59715 Telephone: (406) 582-2280 B. Technical Provisions: The Technical Provisions are defined as all of the technical specifications (Divisions 1 through 16) incorporated into this Project Manual, and are hereby made a part of this contract. C. All work, unless otherwise specified in this Project Manual, shall be completed in accordance with the Standard Specifications as amended by the Technical Provisions. In performance of the work, the Technical Provisions shall take precedence over the Standard Specifications. D. If, during the performance of the work, the Contractor finds a conflict, error or discrepancy between the Standard Specifications and the Technical Provisions or between any portions thereof,the conflict, error, or discrepancy shall be reported to the Engineer before proceeding with the affected work. The Contractor may proceed with the affected work upon receiving a clarification from the Engineer. E. Any subsequent addenda issued after the publication date of these Technical Provisions shall take precedence over the Technical Provisions and the Standard Specifications. 01010—Page 2 of 15 HA0417\035\docs\Specs\Div 1\SEC01010.doc 1/9/2006 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK 1.04 OTHER SPECIFICATIONS A. Other published specifications, regulations or test methods referred to in the Project Manual, the Standard Specifications or on the Drawings shall be made a part of the Contract Documents by such reference. 1.05 WORK COVERED BY CONTRACT/NATURE OF WORK/GROUNDWATER CONSIDERATIONS A. Work Covered by Contract. The work under this Contract consists of infrastructure improvements to Durston Road west in the City of Bozeman, Montana. The work generally consists of the reconstruction of the existing roadway with curb & gutter, sidewalk and asphalt. In addition to the roadway work, improvements will be made to the water distribution system, sewer collection system, and storm water collection systems. The work is scheduled to be constructed and completed during the months of April, May, June, July, August, September, and October of 2006. The work is presented in five schedules as follows- 1. Schedule 1 — Road Improvements. This work consists of excavation and site grading, subgrade preparation, subbase preparation, base preparation, concrete curb and gutter construction, sidewalk construction and asphalt, and drainage improvements. 2. Schedule 2 — Sanitary Sewer Improvements The work under this schedule will consist of upgrading the existing sanitary sewer collection system to provide increased service hookups for areas currently un-serviceable. 3. Schedule 3 — Water Improvements The work under this schedule will consist of upgrading the existing water distribution system to provide increased service hookups for areas currently un-serviceable. 4. Schedule 4 — Traffic Signal Improvements The work under this schedule will consist of upgrading the traffic signal at North 19th Avenue. 01010— Page 3 of 15 H:\0417\035\docs\Specs\Div 1\SEC01010.doc 4 M10AAc SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK 5. Schedule 5 — Miscellaneous Items The work under this schedule will consist of items common to the overall project. B. Nature of Work. Due to the nature of this project, making connections to existing piping systems that may be in an old or a deteriorated condition, it is not uncommon to experience leaks or other problems with the existing piping system while the connection is being made. For work on sanitary sewer mains or storm drain mains, the Contractor shall be required to conduct his work under active facility conditions. Unless otherwise noted, he shall set up a by-pass pumping system around his work zone. For work on water mains, if emergency type repairs are needed to keep the old system in service, the Owner of the system should be contacted immediately to shut down the existing system. The Contractor will be required to conduct the repairs due to the proximity of his crew and equipment. Payment for the Contractor's repair work shall be made at the applicable exploration/extra work bid item rate plus additional compensation for the cost of any repair materials that maybe needed. Repair work shall be completed in a timely manner, and in all cases before the completion of the shift. No payment for down time for the crew or equipment shall be made while making repairs, since it is expected that the crew and/or equipment not directly needed for repairs can be utilized for other temporary tasks on this same project. The above requirements for water mains refer only to problems that develop due to no negligence of the Contractor. For the operation of making new main and service line connections to existing water and sanitary sewer mains, all live taps will be made by the City of Bozeman. The Contractor shall provide the tapping tee, valve and all other materials necessary to make the tap. No fees or charges will be made by the City of Bozeman for making the connection. The Contractor shall anticipate that a reasonable amount of time and coordination will be needed for the City of Bozeman to make the connections. The Contractors bid shall reflect these conditions. Typically, during project construction, it becomes necessary for the Contractor to perform EXTRA WORK on the project that is consistent with the nature of the project. Payment for this type of work shall be made at the applicable Exploration/Extra Work bid item rate plus additional compensation for the cost of any materials necessary to complete the work. 01010 —Page 4 of 15 H:\0417\035\docs\Specs\Div 1\SEC01010.doc 1/9/2006 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK C. Surface Water and Wetlands Permitting (SPA 124 & 404 Permits) The project will involve work in streams and wetlands which are depicted in the SWPPP in Appendix B. The Contractor is advised that the Owner will obtain an SPA 124 Permit — Montana Stream Protection Permit and a 404 Federal Clean Water Act (Wetlands) Permit under the joint application process for the project work. The permits are not available at the time of bidding but will be secured prior to initiation of the project work and a copy of each permit will be provided to the Contractor. The Contractor shall prepare his bid to conduct his work in accordance with the terms and conditions of the 404 Nationwide Permit Regional Conditions and Fact Sheet Nationwide Permit 12 requirements and the standard SPA 124 permit conditions. No additional payment shall be made for contractor compliance with the standard permit conditions. Installation of any special facilities or structures which may be required by said permits, not addressed or required elsewhere in the Project Manual, will be handled as extra work under the contract. D. Groundwater Considerations The Contractor is advised that groundwater may be present in the project site. The Contractor is responsible for providing dewatering equipment and methods for this project. Groundwater shall be removed from the open trench area to satisfactorily prevent the rising of water into the new or existing piping that may be exposed during the work. Groundwater must be lowered and kept lowered during all operations of excavation, placement of piping, backfilling and compaction, during daytime and nighttime hours. A temporary plug shall be installed in all piping between sets and at the end of each shift. This plug shall be gasketed and watertight. The Contractor shall obtain all necessary permits for the discharge of groundwater. At a minimum, this will require that the Contractor obtain the following permits from the MDHES office in Helena. 1. Construction Dewatering - General Discharge Permit • MPDES Application to Discharge — Short Form C • Application for Short Term Water Quality Standard for Turbidity (318) This permit shall be required if the Contractor chooses to discharge groundwater directly from the trench or work area to area surface waters. The Contractor shall provide settling ponds, filters, or other means necessary to meet the permit requirements. In all cases, the dewatering must be "local" and "short term" to prevent a change in the conditions of the groundwater of the project area. Copies of applications for said permits are found in Appendix D. A copy of the 01010— Page 5of15 H:\0417\035\docs\Specs\Div 1\SEC01010.doc 1/9/2006 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK Contractor's discharge permit(s) shall be provided to the Engineer before work begins. The requirements of this item forthe activities of construction dewatering are to be distinguished as being separate from the requirements necessarywhen there is an encounter of chemical or hydrocarbon contaminants in the groundwater. Refer to other Sections for the requirements of this condition. The Contractor shall accomplish the dewatering discharge by one of the two following methods: a) Re-injections of the discharge into the area from which the dewatering came. This must be done in a manner that prevents a change in the groundwater conditions of the area. No treatment of the discharge water is required; or, b) Discharge to surface or underground stormwater drainage systems. This must be done by reducing the discharge to a level of turbidity (NTU) that will not exceed the levels required in the state permit. The Contractor shall provide settling ponds, filters, or other means necessary to meet these requirements. In all cases, the dewatering must be "local" and "short term" to prevent a change in the conditions of the groundwater of the project area. A copy of the Contractor's discharge permit shall be provided to the Engineer before work begins. All costs of dewatering, including the procurement of the permits required, measures to handle the discharge, testing, and all related work of cleanup, restoration, etc. shall be incidental to the work. The Contractor shall be responsible for contacting the MDEQ to verify the discharge limitations and other costs associated with the permit, for bidding purposes. Refer to Section 01560, ENVIRONMENTAL QUALITY CONTROL for additional Contractor's responsibilities. E. Soil Considerations The Contractor shall be responsible for stabilizing all excavated areas before backfilling. Any excavated material which is unsuitable for backfill due to moisture content (either excessively wet or dry) shall be conditioned in a manner acceptable to the Engineer to render it suitable for backfill. If the Contractor chooses not to condition the unsuitable materials, then this material shall be wasted at a site meeting all Owner, County, State, and Federal Regulations and replaced with acceptable material of proper moisture content. The Contractor shall be responsible for selection of a proper disposal site. Either the soil conditioning work method, or the soil replacement work method, whichever is chosen by the Contractor, shall be done as incidental to the work. Copies of the geotechnical reports are included in Appendix A of this Project Manual. Although this information is provided to the Contractor for his use, he is advised that the information relative to water tables or soil moisture 01010—Page 6 of 15 H:\0417\035\docs\Specs\Div 1\SEC01010.doc 1/9/2006 DIVISION 1 _ GENERAL RE QUIREMENTSER measure SECTION 01010 ments represents onl SUMMARY OF WORK bore log report. Seasonal y the conditions Contractor' water level fluctuations st the date indicated costs to s responsibility to conduct his °n the handle an could occur. It shall be the replace Y construction own tests to reflect in construct- replacement. dewaterin his bid the g, soil processing, or soil All references to be the Contractor's tord's responsibility atering methods or r dewaterin to conduct hiseo shall be dewatering methods deleted. It shall or practices own tests tl deter necessary to handle mine the Refer to construction Section 01560, ENVIRONMENTAL with construction responsibilities for stor QUALITY CONTR OL for additional Contractor's 1'06 TIME FOR COMPLETION q discharge associated ND LIQUIDgTEp DAMAGES A. Time for completion pletion shall be as specified in the Bid Form and the B. Liquidated damages shall be Form. as specified in the Bid Fo 1.07 rm and the Agreement ENGINEERING SERVICES A. The Engineer Exiting has established bench g facilities and marks for horizontal and vertical control. Using Work underthis contractthe are located control. Marks, and templates re the Contractor shall e atbl h pect to this shall be responsible required for the pertor all stakes, ponsible for maintaining mance of the B. The benchmark g the benchmarks. The The cost of re p01nts have been established at the marks. after the initial replacing survey stakes point at the g will be stakes, etc. damagedprotect site. C. done by the Contractor or destroyed The Owner or Engineer at his own ex density tests may Perform independentexpense. testing , concrete samplin and se g as he (they) to g and testing, bacteriological testig, oro compaction 1 08 Y see decide. g BOUNDARIES OF 9, or other WORK A. The Owner shall and make provide rights-of- not cause tsuitable provisions for ingress for the work sphe ecified in this Contract material, an enter or egress, and the written y ground outside occupy with`^corkers Owner shall consent of the the rights-of_ tools, equipment or owner of such way Of the Owner without the H:\04171035\does\SpecslDiv 1\SEC01010.doc ground. The a 1�9�2006 01010_ ppr0"Mate location of Page 7 of 15 DIVISION � _ GENERAL. RE QUIREMENTS SECTION the boundaries of SUMMARY OF 01010 extent of the Work is shown on the V RK contractors areas to be used Drawings. The final location and employees or shall be staked b ation and Purposes enter u agents of the y the Engineer.Upon the premise Owner may for Other operations of other provided for the°perations. contractors do Contractor,all necessary The Contractor not interfere with the providing the impede any work being shall conduct actual scheduled g done by others his work so as not to 13. It shall be °n °r adjacent to the site, unduly understood that the res equipment and materials P°nsibilityfor Contractor and that no on °r near prwill cben and safekeeping e Engineer b claim shall be siteof y reason of an made a entirely that of the Y act of an employee or trespasser. the Owner C. The Contractor passer. or the costs in connection shall be sole) with an y responsible for obtaining and s pa all completion of the Work right-of-way, which may' storage siteshalcce s to D. required for proper The work is located on easements and temporary and private Physical limits porary construction propertysobtained ne Public ri of construction and PeCon s obtained b ght-of-way Permits and easements conditions Y the O and are s of use are caner. The Special Provisions. ummarized in the dictated b Plans and Section 00910e E� The Agreements ' The Contractor provide for use of the Provisions shall review the property for construction and shall abide b agreements and S purposes. Contractor shall confine y the terms and Section 00910, of-way easementsall construction Operations of the Special written men or permit limits or perations to within saiderm�ts. The arrangements with Permit Pro limits , at his own public ri for his use of additional area. They owners or the expense, make ght- of said appropriate special written special Contractor shall furnish public agency beyond the limits for arrangements prior to expanding with copies which the Owner has obtained andin 1.09 PROTECTION OF g his operations SITE easements or permits. A. Except as otherwise Precautions an Provided herein provide all material ande Contractor shall take all necessary otherwise affected b public and Protect, shore Contractor Y the construction private property in the shore, brace', shall remove from the Work Proximity or e site all unused Performed by him. The B. Also see Section 01040 materials. COORDINATION AND SITE CONDITIONS. / 7\035\docS\ 19/20os Specs\Div 1\SEC01010.doc isi2o 01010_Page DIVISION 1 _ GENERgL REQUIREMENTS 1.10 SALVAGE SECTION p'1010 ABLr- AND NON-SALVAGEABL�JTEM�s SUMMARYOF wpRKA' Any items determined to be s be removed by the Contractoafrom Contract. These itemsalvageable during the pro s shall re the existing press of the work shall delivered by the main the g system underthe property Contractor e property of the work Of all be Y limits of said O a site of the Owner's Owner and shall be salvageable Owner. Should the choosin items, the Contractor Owner choose g within the approved site or landfill. shall not to dispose of those accept any items at an Any non-salvageable items the trench and ms exposed during Materials removed of at an a g the work shall be re moved from the trench proved site or Ian moved from from the site and as a result of the landfill All o►d materials d�spOsed of at an work shall be and concrete materials, and approved I removed disposal sites that other landfill. All waste and Federal Regulations. in compliance with shall be asphalt gulations. all current O disposed of at Owner, County, State C. Any Contractor's costs associated with 11 the work. any Of the above work shall be considered incidental to OSHA REGULATIONS A. General: the The Contractor will be re Occupational S Health to comply with for Excavations Safety and alth mpl h the 1989 29 CFR an Administration Amendment to and effective Part 1926, Sub Construction January 2, 1990 part P, printed Tuesday Standards Y October 31, Any conflicting information mation between the OSHA document and these and take so that the OSHA Contract Contractor shall be required over A document requirementsconflicting complete his review of same copies of the g information. The the OSHA document avoid misinterpretation and to regulaIf there are pretation of their 00200 and other discrepancies between the these sections of these Geotechnical Re Contract Documents shall supersede Contract Documents, the other DOcu ment B. persede Section 00200 Sections of Trench Shoring: 1 Section 02221,13 Type 1 Excavation shall be changed to read: a. TYPE 1 TRENCH EXCAVATION. Paid for as Type Excavation sides of all trenches 1 need not have Performed and HA0417\035\docs\S sloped back accordinpport. The 1/9/2006 Pecs\Div 11SEC01010.doc 01010— Pa g to the soil gegof15 DIVISION 1 GENERAL REQUIREMENTS SECTION 01010 tYpe and in accordance with of SUMMARY OF WORK STANDARDS 29 CFR, her criteria as defined in OS R, PART 1926, SUBPART P HA 2� Section 02221,C Type 2 Excavation shall be a. changed to read: TYPE 2 TRENCH EXCAVATION. Excav prOVjde a su a Paid for as Type 2 shall tion Performed and system or other s employees against if required whpp adequate)ort system, shielded accordance gainst cave-in race with OSHA S and which Y protects PART 1926 TANDARDS is designed in SUBPART P. as defined in 29 CFR, 3. Standard Drawing No. 02221_ 1 shall be revised as follows: Reference to trench shall be deleted side slopes and to shoring or protective s a. shall apply. Ystems TYPE 1 EXCAVATION,ATION, side requirements as defined in slopes shall comply 29 CFR, PART com I with OSHA b. TYPE 2 EXCgVATlO � SUBPART P. a cave-in N, vertical trench protection system wall design shall include OSHA regulations �f required in compliance SUBPART l as defined in 29 'CFR PART 19 with Note: OSHA26, ft. are to regulations require that have the side slopes all trenches registered professional lopeS and/or the which are del engineer. protective systems designed than 20 D. Hazardous gold by a Atmospheres: H potentially harmful s: T e Contractor shall acceptable atmospheric °f atmospheric prevent employee exposure 1926, Subpart P Y complying with the re and assure requirement of this Monitoring equipment quirements of 29 1.12 CONT project. shall be supplied as a CONTAMINATED MATERIALS A. General: If contaminants notice to the Engineer the are encountered, the and Environmental Sc'ie Owner and the Contractor shall races (HONES). Montana Department of provide B. Procedures Health encountered at Contaminated during the Soil Sites: When the situation will be project (such as hazardous substances contaminants addressed b mor w s are H:\0417\035\docs\S Y the Owner at the races or wastes) 1/9/2006 Pecs\Div 1\SEC01010.doc 01010— Pa time of discovery. Page DIVISION 1 — GENERgL REQUIREMENTS SECTION 01010 C. Dewaterin SUMMARY OF WORK in 9 Activities: For contaminated areas where it is determined that the work dewaterin groundwater (containingrk will be Owner g procedure and progress of hazardous at the time of discovery. the work shall be materials) the D Asbestos Cementaddressed by the regarding requirements Pepe. See Section 00910 SPEC IAL PROdling 1 13 cement (AC) pipe permitting and the handling nd UNDERGROUND AND ABOVEGR OUND FACILITIES A. Gas, Power Telephone, Of Contractor: etc., Munici pal, and Private Utilities- Responsibility All references Y to Buried or and terminology in this Pro' Underground Utilities s lee Manual or hall be revised to U Contract D No aboveground facilities nder ro ocuments are shown and Facilities. may be discernible from wn on these plan sheets except facilities shall be identified lefr thveaeriat.and it shall be d bPhotographs. These above r what facilities for his responsibilit Y fielq examination b ground both location and clearance. cognizant of y the Contractor these aboveground Section 02114 MPWSS 5th Edition shall hall be revised to: Require that the Contractor request from protect the facility that the m the private utility y in Contractor believes companies question. is necessary to 2. Articles 3.1q& electrical.1A& B and 4.2A shall be transformer and amended to include television boxes. distribution boxes, existing xes, and telephone utility 3� Deleted Part 4 and cable ground f Measurement & P facilities shall be incidental section. measurement or nciall be to the other Work °n above Payment shall be made. work. No s Unless the facilityis separate item is ide specifically noted for relocation on t his cost for the d for that work, the Contractor he plans and Contract. elOcating work, which sh shall pa the a bid all be considered inCidentalmo company this H:\0417\0351docs\Specs\Div 1\SEC01010.doc 1/9/2006 01010—Page 11 of 15 DIVISION _ GENERAL REQUIREMENTS SECTION 01010 Any expense incurred b SUMMARY OF WORK aboveground facilities shall y the Contractor as work, be reflected in the C a result of Contractor's conflict with bid as incidental The Contractor shall be responsible for re facilities, i.e. public and questing to the City Of BOZeman sewers service lines, irrigations , as to the location services, gas lines under system lines valve of such shall be solely responsible ground tel boxes failure to locate p°nsible for an phone lines, etc. The ' sanitary know them or to Y damage done to Contractor n It shall be properly protect the such facilities due to coordinate his solely the responsibility m when their location is construction Work with the CO ponsibility of the activities so that the anies and to keep Contractor to fully remain operational at all times. vital facilities p them informed of are fully protected and A Montana-One underground facilities l I Systcaste of has utilitiesbeen set up to facilitate r are=on this s information The Contractor is c requests or 48 hours notification. system. The notification re Other utilities One Call S cautioned that all not on thi System ystem requires a mini deter it indi . The Contractor system vary mum of mine their individual requirements. advised to ry In the amount of quirements. contact all utilities to A list of representatives to contact f followS: or information regarding facilities is as Montana-One Call S Nothwestern Energy Ystem Dispatcher QWest (Includin 1-800-424-5555 City of Bozema 9 Fib Optics) 1-800-424_ -- 5555 1-800 424-5555 1-800-424-5555 Compensation for eah underground time, labor and materials and expenses round facility crossing is specific bid item for Under provided Underground F for in the BID FpRMf�nderca It shall be the r Facility Crossings, and t0 esp0nsibility of the complete backfill restoration ontractor to protect all existing facilities with materials responsible for the f and methods around any exposed r facilities hand facility. qn acceptable to the °r disturbed compaction methods y Specified sand or select b Owner or shall be included in the facility party Any note on the materials or Plan sheets that e Y crossing items. buried utility is unknown" xplains that "exact be needed for these shall be understood that verticallelocation of the work shall be crossings for location in the Afield. The taken into extra care shall account by the Bidder and Costs for H:10417\035\does\Specs\Div 1\SEC01010.doc shall be this 1/9/2006 01010-pa considered Page DIVISION _ GENERAL REQUIREMENTS incidental to the SECTION 01010 Under SUMMARY OF WORK Paid for any of these ground Crossings Bid Item utilities identified in the m. Exploration 1'14 MISCELLANEOUS above p shall not be SURFACE IMPROVEMENTS, manner. A. Water Valve Boxes and EMENTS PUBLIC SERVICES sanitary sewer lines Sanita Sewer Manholes:possible shown storm but it shall be the have Water, m drain, and on plans been located during construction, responsibilit as accurately as y of the Contractor to verify them Prior to the beginning of Contractor, all known grading operations and field by the Cit valves and manholes upon re exact location Y °f Bozeman. will be located and markquest i the he shall be Once the Contractor marked in the through all phases h 11 wholly responsible for these vs been show of the way construction including aloes and n their Bozeman y °f traffic and in 9 keeping them adjustedmanholes can use the Working order at all times do Contractor m durin so that the it out shall exercise adequate g construction should the City of that they do not become filled with care of these need manholes arise. The with dirt or become broken. and valves so Should any valve field by the City or manhole not shown Contracto Cityshal Of Bozeman be on the plans di not located promptly encountered during din the a valve or manhole, ptl notify the Cit g grading operations, the It shall be the responsibilityy°f Bozeman of the existence adequate care of these of such With dirt or become manholes and valves so they exercise me broken. y do not B. Mailboxes and become filled be in the Sin Posts: All existing sign posts and signs in their Zonebe determined to Im rovements previous stationallocat on temporarily removed and p by the Co later Contractor. to match the The Contractors new road Post Office hall temporarily relocate arrangements accordance all mailboxes for access b gements for with their requirements, Service an Coordinating the to by the U.S. With the p the propert temporary mail service shall make all ostal Se Y owners. The temporary with the the work and Service and property owners relocation and Postal shall be no separate or additional ners shall be incidental to the nation replaced on thepayment cost of located. The same side will be made.conditions of Section °f the street o Mailboxes 02114 n which the residence is C Private shall apply to this section contractor Drivewa s shall identify all and Other Surface Im Improvements that private fences rove are deter , drivewa s ments: The H:\0417\035\does\S mined to be in Y , and other 1/9/2006 Pecs\Div 1\SEC01010.doc 01010— pa the right-Of-way surface Page 13 of 15 Y zone that will be DIVISION _ GENERAL REQUIREMENTS SECTION 0101 in the way of his o SUMMARY OF 0 to require the Aerations. For those im WORK written it Contractor to relocate, and upon not s quest, the Engineer shall upon receipt pacifically noted give notice to theproperty o give notice to the Owner Contractor's minimum Of two caner for re who in turn s zone in weeks time shall removal of the itemhall question in order to precede the Contractor's in question. q allow time for the work. need to enterexception the ption to the preceding specifically noted g Paragraph shall be around an on the plans where the Y improvements that Contractor for those areas right-Of-way. are known to be shall have to work constructed in the public D. For any work areas near overhead With all safety regulations. Power lines, the Contractor shall comply All poles that may the excavation y have excavation work beside it shout shall be considered process. All work din secured associated with securing during Payment shall be made. to Work and g of utility no separate measurement Poles The Contractor should reco L ment and proximity of the lines. gnize `he dangers that exist when working power lines equires supplemental rott in the when working within 10 feet of protection or Garbage Collection. by the work must be Garbage collection Bozeman COprdinatedectionservices for any users the city (586 3204) and BFI between the Contractor affected Y and BFI to local residences 0 h06). Garba and the City of interruption. The all be ge services provided b tempora arrangements and costs for Providing to proceed y rY garbage collection se Providing an without responsibility. services shall be the y necessary Contractor's All work of this separate Section shall be Section and considered incidental to E. payment shall be made. the work and no All work of this Section shall be considered incident no separate measurement and Payment al to the other specifically identified Y ent work and FORM and and included for shall under made Section 01025, MEASUREMENT under except as REMENT Section 00300 BID AND PAYMENT. H:\0417\035\docs\Specs\Div 1\SEC01010.doc 1�9�2006 01010—page 14 of 15 DIVISION GENERAL REQUIREMENTS 1.15 FIELD OFFICE F SECTION 01010 ACIL(TIES SUMMARY pF WORK A use The Contractor shall suppl t agreement between the e Engineer with a co office location(s). Contractor copy of any tem and P porhis land roperty Owner for his field B. The Contractor does not need to provide a to 1'16 TEMPORq temporary field office for the Engineer. RY FACILITIES A. The Contractor shall be responsible storage facilities site. The le for supplying his ow Providing at the n office g potable water Contractor shall also be toilet and expenses for con and water needed services s connection of electrical service,or construction for hall be the res telephone or other Purpem s. All remove all traces of these responsibility of the Contractor. facilities The Contractor temporary B. Also s prior to completion of the shall see Section 01500 CONSTRUCTION protect. CONTOLS. N FACILITIES AND 1.17 SITE ACCESS TEMPORARY A. The Contractor roads and shall be responsible for bridges used determining construction site. n tutor 9 the adequacy of all such as tem shall provide materials to the capacity of existing P°rary crossings, for an alternative Methods of g access facilities. Y equipment that exceeds PART 2 the PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01010 / 7\035\does\ 19/2006 Specs\Div 1\SEC01010.doc �9l20 01010—Page 15 of 15 DIVISION 1 _ GENERAL RE QUIREMENTS SECTIO CONTRgCT CONSIDER�01019 PART1 GENERAL NS 1.01 SECTION INCLUDES A. Cash Allowances B. Work Sequence Schedule Restrictions/Time/Li u Weather Shutdown 1.02 q idated Damages RELATED SECTIONS A. Document 00500 B. Section 01035 _ Agreement Form C. Section 01035 _ Change Order Procedures. D. Section 01600 _ Submittals. Material and Equipment. 1.03 CASH ALLOWANCES A. None 1.04 WORK SEQUENCE SCHEDULE RESTRICTIONS/TIME/LIQUIpAT A. General: The Contractor shall co ED DAMAGES BID FORM afterthe mplete his identified in the Special to Proceed is issued k within the time pecial Provisions. 9 restrictions are Scheduling stated in the All references to "Days,, shall be clarified to be Calendar p B. Work Sequence and Schedule a s. Section 00910, for Restrictions: scheduling r10, f restrictions. of specific requirements °Refer f Special Provisions C. work sequence and Time: The contract time project is based o provided for the construction co desire to per week maxi working 5 days a week completion Per this work more than Should the Contractor or ' 8 hours then pre_a an 8 hours his subcontractor day Owner. pprOval to do so must be day' °r °n the Neither the requested from designated off days, approval of the re Engineer nor the Owner shall be under a_ the request before the extended extra work er an Per week xtended work hours be both parties Y appOblrove t of e will be permitted. beyond 8 hours must approve the Per day or 40 hours For work weeks that are less than 5 delays or should Contractor hour days, days as a result of Holidays Ys, an adjustment may desire to work on a Ys th an five 8 w y be allowed, schedule Bather d, if re ether th H:10417\0351docslS quested by the C 1/9/0g pecs%Div 11SEC01019.doc 01019—Pa ontractor and ge 1 of 3 u'VISION _ GENERAL REQUIREMENTS CONTRACT SECTION 01019 CONSIDERATIONS approved by Owner for up to a 40 hour week. All to work up to 10 hours All work shift times of the per day maximum coincide with each Prime Contractor and single day other to prevent extending his subcontractors g the total hours of w shall To recognize work in a gnize noise level concerns in these no earlier than 7:00 a.m. nor end no late project areas conditions exist. the shift later 7.00 p.m., unless emergency begin The designated off d gency holidays: days shall be all weekends and the following national New Years' Day Martin Luther Columbus pay Presidents' Day pay y Veterans' Day y Memorial pay Independence pa Christmas"Egv�ay yLabor Day Christmas Day D. Liquidated Damages: 40 Hour Work Week. The week for Contractor provisions of this in excess and his subcontractors to contract provide 4 written approval ra hours is 0 hours per pproval is a violation of these complete their Work. qn overtime work. provided by both the contract documents,Any WOrk impact such overtime The basis for Owner and Engineer allowiunless such ove dime work approval of overtime w g such dime work will have III have on the work will be: to the Owner that result fro °n the public community �) the m such prOject schedule, and 2)the impact Costs to the overtime work 3)the extra costs labor costs in Owner will be considered and expenses Y the Owner for are direct expenses Engineer. incurred b maintaining staff onsite Overtime Y the Owner for additional manpower Work in power by the excess of 40 hours and Engineer Per week, without the Contractor. The III result in a liquidated approval of both the accordance extra engineering damage costs Owner costs with the rates g cost associated charged shall the shall be limited to theprovided in with this work shall be in Section 00300 - the Owner. Should the actual additional engineering For such that Contractor co gineoring costs incurred m. ebe no additional engineeringmplete the H:1041710351docslS costs are incurred b�n a period of time 1/9/06 Plls0v 11SEC01019.doo 01019_ Page Y the Owner for the 2of3 SECTION 01019 DIVISION 1 — GENERAL REQUIREMENTS CONTRACT CONSIDERATIONS overall project, the Contractor will not be assessed for the overtime hours worked. In this case, the withholdings will be refunded. 1.06 ADVERSE WEATHER SHUTDOWN The Contractor is advised that should he request an adverse weather shut down and should such a shutdown be approved by the Engineer, all work on the project shall cease. The Engineer will not be available for work inspection during such shut downs and any work completed by the Contractor during such a shut down will not be accepted by the Engineer. In no case will an adverse weather shut down be approved by the Engineer when construction work is only partially completed, unless otherwise approved by the Engineer. Where the Engineer decides it is necessary, the Contractor shall restore all utility services to users in the construction area, and open up traffic access in the construction area. The Contractor shall also provide periodic road maintenance during this shut down period. Materials for this maintenance shall be consistent with the conditions of the roadway. Paved streets shall be maintained with cold mix, and gravel streets shall be maintained with gravel, each of thicknesses satisfactory to carry the traffic without development of surface irregularities. Any costs related to the road maintenance of the above will be the responsibility of the Contractor. All other costs of the road restoration requirements shall be paid on a change order basis. The Owner shall reserve the right to order a seasonal shutdown if the work cannot be performed in a manner to comply with the specifications, as a result of seasonal weather, or if there are reasonable expectations that public services will be adversely affected if a shutdown is not ordered. A typical seasonal shutdown would occur from November 1 thru April 1 on projects involving water mains and large volume paving. This condition is considered typical for construction projects of this region, and no claim for project delays shall be made by the Contractor in the event of a seasonal shutdown. PART 2 PRODUCTS Not used PART 3 EXECUTION Not used END OF SECTION 01019 01019—Page 3 of 3 H:\0417\035\docs\Specs\Div 1\SEC01019.doc 1(9106 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT PART1 GENERAL 1.01 SCOPE A. This section describes the method of measurement and basis of payment for all work covered by the Contract Documents. B. For the purposes of this Contract, this Measurement and Payment Section shall govern and take precedence over all other references to measurement and payment (with exception to the Supplementary Provisions and any addenda) referenced in these specifications or the Montana Public Works Standard Specifications (MPWSS), Fifth Edition, March 2003 with the modifications and additions provided in the City of Bozeman Modifications to Montana Public Works Standard Specifications, Fifth Edition, dated March 2004, including Addendum No. 1. 1.02 BID PRICES A. The bid price for each item of the Contract in the Bid Form shall cover all work shown on the Drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances; providing all required construction support plants, equipment, and tools; constructing and maintaining dewatering systems; performing all necessary labor and supervision to fully complete the work; and all sales and use and contractor taxes, license and permit costs and fees, shall be included in the unit and/or lump sum prices bid in the Bid Sheet Schedules. The amounts shown on the Bid Sheet Schedules shall be the contract price. B. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of, or in addition to, the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid. 1.03 ESTIMATED QUANTITIES A. All estimated quantities stipulated in the Bid Sheet Schedules or other Contract Documents are approximate and are to be used; (1)only as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted for the work. 01025—Page 1 of 15 H:\0417\035\docs\Specs1Div 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT 1.04 BASIS OF MEASUREMENT AND PAYMENT A. Lump Sum Items: Portions of the work in the Contract are based on lump sum priced bid items for construction activities and materials required to complete the work described in the Contract Documents. No measurement of Lump Sum bid items contained in this Contract will be made. Progress of completion on Lump Sum bid items, or the approved schedule of values as applicable, shall serve as the basis of measurement. Payment shall be at the lump sum price bid for each item and shall include all labor, materials, equipment, and incidentals required to complete the item. B. Unit Price Items: Portions of the work in this Contract are based on unit priced bid items for construction activities and materials required to complete the work described in the Contract Documents. The unit priced bid is broken down into separate items for the purpose of progress payments and for the information of the Owner. Measurement of specified units,fully completed in accordance with the Contract Documents, including testing, shall be made for each Unit Priced bid item and shall serve as the basis of progress completion for Unit Priced bid items. Payment for the items shall include all labor, materials, equipment, and incidentals required to complete the item. C. The Basis of Measurement and Payment are described in the following: SCHEDULE 1 — ROAD IMPROVEMENTS Item 101 - Street Excavation/Embankment (Site Grading): Measured and paid in accordance with MPWSS, 51h Edition, Section 02230- 4.1.A.1. for Excavation Above Subgrade and shall include Embankment in place utilizing materials excavated from the site as provided under MPWSS, 5TH EDITION, and Section 02230-4.1.C.2 for areas outside of the sidewalks. Payment for embankment under sidewalks and boulevards is to be made under other bid items, as provided in the special provisions. No additional payment shall be made for Embankment utilizing soil materials generated on-site. The cost of constructing embankments utilizing soil materials generated on-site shall be incidental to this item, and included in the unit price bid for this item, unless specifically identified separately. Item 102 - Geotextile Fabric Reinforcement: Item 102A - Geogrid Reinforcement: Measured and paid in accordance with MPWSS, 51h Edition, Section 02110- 4.1.A installed at locations approved by the Engineer. 01025—Page 2 of 15 H:1041710351docMSpecslDiv 11SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 103 - Uncrushed Sub Base Course (4" Minus): Item 104 - Crushed Base Course (11/2" Minus) Measured and paid in accordance with MPWSS, 5" Edition, Section 02234- 4.1.A. Item 105 - Hot Plant Mix Asphalt Concrete Surface Course: Measured and paid in accordance with MPWSS, 51h Edition, Section 02510- 4.1.A., except price shall include asphalt cement material as provided in Section 02510-4.13. No additional payment shall be made for asphalt cement material as it shall be incidental to the Hot Plant Mix Asphalt Concrete Surface Course item and included in the unit price bid for this item. Item 106 - SS-1 h Asphalt Tack Coat (Undiluted): Measured and paid in accordance with MPWSS, 51h Edition, Section 02502- 4.2. Item 107 - Remove Existing Concrete Curb & Gutter: Measured and paid in accordance with MPWSS, 5th Edition, Section 02112- 4.2.A. where the quantity shall be measured by the lineal foot (L.F.)for curb and gutter, including median, which price shall include all removal and disposal work (saw-cutting included). Curb on all sides of median shall be individually measured; however removal and disposal of existing median concrete between the median curb backs shall be incident to this item. Item 108 - Concrete Curb and Gutter: Measured and paid in accordance with MPWSS, 51h Edition, Section 02528- 4.1, except curb backfill and restoration behind curbs and areas affected by the improvements shall be incidental to this item and included in the unit price bid for this item unless specifically provided for under other items. All Median curbing including poured-in place and pin-down directional median curbing on N. 21 st at Durston shall also be paid under this bid item. All new curbing at fire hydrants and any existing painted curbing for no parking zones that is removed shall be repainted following restoration of the concrete curb, and shall be included in the price of the curb and gutter. 01025—Page 3 of 15 H:\0417\035\docs\Specs\Div 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 109 - Remove Concrete Approaches and Concrete Sidewalk: Measured and paid in accordance with MPWSS, 51h Edition, Section 02112- 4.2.A where the quantity shall be measured by the square foot (S.F.) of concrete flatwork removed, which price shall include all removal and disposal work (saw-cutting included) regardless of the thickness of the concrete. Item 110, 111 & 112 - Concrete Sidewalk (4" Depth); Pedestrian Ramps, Alley& Drive Approaches (6" Depth); and Double Gutters: Measured and paid by the bid price per square foot (SF) for Concrete Sidewalk(4" depth) and Ped. Ramps, Median, Drive & Alley Approach, And Sidewalk (6" Depth) and Double Gutter in accordance with MPWSS, 5th Edition, Sections 02529.4.4, 02529.4.3, and 02529.4.2. Payment shall be inclusive of excavation, placing 1"-minus crushed base material, and backfill. Pedestrian ramps and median interior concrete exclusive of the median curbing, as located on the project plans, shall be . included in the measurement and payment for 6" depth concrete. Item 113 - Curb Return Fillets: Measured and paid in accordance with MPWSS, 5th Edition, Section 02529.4.1. Item 114, 114A, 114B & 115 - Barrel and Ring Adjust Existing Manholes, and Adjust Existing Monument Boxes and Water Valve Boxes: Measured and paid in accordance with MPWSS, 51h Edition, Section 02113.4.2, 4.3 & 4.4, except the work shall include installing a new D & L Foundry and Supply A1172 ring & A1178 cover on each manhole adjusted with salvage of the existing ring and cover to the Owner. Separate measurement and payment shall be made for adjustment with installation new manhole barrel sections and adjustment with adjusting rings. Monument box adjustment shall include any necessary re-establishment of the monument in accordance with Section 01041 of the project manual. Valve box adjustment shall include adjustable risers where necessary. No separate measurement and payment will be made for adjusting new manholes or new water valve boxes that are installed as part of this project. Payment for these items shall be incidental and the cost included under the appropriate bid item for installing the new manhole or new valve box. 01025—Page 4 of 15 HA0417\035WocsXSpecs\Div 1\SEC01025r.doc 1112/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 116 - Adjustment Existing Fire Hydrant: Measured and paid for by the number of existing fire hydrants to be adjusted either vertically or horizontally in accordance with MPWSS, 5rh Edition, Section 02113.4.3 & 4.4 except no distinction will be made in the unit price payment for vertical and horizontal adjustment. Unit price bid shall constitute full compensation for all material, excavation, backfill, compaction, labor, tools, and incidentals necessary to complete the item. Item 117 - Topsoil and Seeding: No measurement will be made of Lump Sum items. Payment shall be at the Contract Lump Sum price bid for all topsoil placement and seeding, hydroseeding, or sod necessary to restore the disturbed project area. The work shall include providing top soil,site preparation, seeding, hydroseeding, or sod as specified, fertilizer, related materials, labor, tools, and incidentals necessary to complete the item. This item does not apply to the private property restoration items. Payment for private property restoration will be made separately Item 118, 118A, 11813, 119, 120, 120A, 121, 121A, 122, & 123 - Inlaid Thermoplastic Pavement Markings: Measured and paid in accordance with MPWSS, 51h Edition, Section 02582.4.1 Item, 124 & 124A - Pre-Formed Plastic Words and Symbols Pavement Markings & Median/Curb Paint: In accordance with MPWSS, 51h Edition. Measured and paid per Section 02581.4.1, except the work shall be measured and paid by the LF of curb painted. Item 124, 125, 125A & 126 - Signage: Measured and paid in accordance with Section 09810-4.1, City of Bozeman Modifications to MPWSS, 41h Edition, as applicable and shall include all materials, tools, labor and equipment necessary to complete the items and all incidental work related thereto. 01025—Page 5 of 15 H:\0417\035\docs\Specs\Div 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 126A - Crosswalk Advanced Warning Flasher, Complete: Measured and paid by Lump Sum price bid for the installation of the Crosswalk Advanced Warning Flasher, complete including all labor, materials, tools, flasher equipment, poles, conduit and wiring, provision of power and transformers, controllers and any other incidentals necessary to complete the item. Item 127 - Utility Conduits: Measured and paid by the unit price bid which shall include all pipe (12" HDPE) and materials, excavation, backfill, bedding and related work necessary to complete the item. Item 128, 129, 130, 131, 132, 133, 134, 135, 136, & 137 - RCP & RCPA Storm Drain: Measured and paid in accordance with MPWSS, 51h Edition, Section 02720- 4.2 or Section 02720-4.3, as applicable, and shall include end treatment (flared ends, riprap and fabric), all trench restoration and related work, excluding surface restoration which shall be covered by other items. Additionally, this unit price shall include all site dewatering, bypass pumping, site cleanup, and all other related work. Connections to existing mains and related work and temporary connections to inlet pipe shall be included as incidental under this item. The removal and disposal or reuse of existing facilities both within the trench excavation or at locations removed from the trench excavation necessary for installation of the new improvements and designated to be abandoned or removed shall be considered incidental under this item. This will include above ground (asphalt, concrete, trees, etc.) facilities and improvements. Unless specifically noted, existing pipe removal shall include pipe exposed in the trench excavation area. Unless there is a specific bid item noted for the restoration of lawn and landscaping restoration on public or private land,that work shall be considered incidental under this item. Concrete plugging of abandoned mains shall also be considered incidental to this item. Item 139, 140, 141, 142, 143, 144, & 145 - Storm Drain Manholes, Vault, and Inlets: Measured and paid in accordance with MPWSS, 51" Edition, Section 02720- 4, as applicable, which price shall also include excavation, backfill, bedding, specified items, and related work. Removal and disposal of existing inlets, 01025—Page 6 of 15 H:\0417\035\docs\Specs\Div 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT castings and basins/structures, CMP & RCP storm drain and culvert piping of various sizes, storm drain manholes, and other related improvements shown on the plans is measured and paid under a separate bid item. Item 146 - Existing Storm Drainage Improvement Removal: Measured and paid by Lump Sum price bid for removal and disposal of existing inlets, castings and basins/structures, CMP & RCP storm drain and culvert piping of various sizes, storm drain manholes, and other related improvements as shown on the plans including all materials, equipment and labor for the removal, disposal or salvage, backfilling and compaction of existing improvements. Unless there is a specific bid item noted for the restoration of lawn and landscaping restoration on public or private land,that work shall be considered incidental under this item. Item 149 — 172 (Inclusive) - Private Property Restoration: Measured and paid by Lump Sum price bid for all materials, equipment and labor for private restoration in accordance with the 00910, Special Provisions. Item 173 — 182 (Inclusive) - Tree Removal: Measured and paid by Lump Sum price bid for all materials, equipment and labor for removal and disposal of trees, hedges and bushes in accordance with Section 00910, SPECIAL PROVISIONS. Item 183 — 186 (Inclusive) - Miscellaneous Electrical Items: Measured and paid at the unit price bid for each item to include furnishing and installing all materials, excavation, backfill, labor, tools and incidentals necessary to complete the item. Item 187 - Electrical Conduit and Wiring: Measured and paid at the lineal foot price bid, which includes furnishing and installing all conduit and wiring, excavation, backfill, labor and all incidentals necessary to complete the item. 01025— Page 7 of 15 H:\0417\035\docs\SpecsM1v 1\SEC01025r.doc 1112/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT SCHEDULE 2 - SANITARY SEWER Item 201, 202, & 203 - Sanitary Sewer: Measured and paid in accordance with MPWSS, 5th Edition, Section 02730- 4.2, as applicable, and shall include all fittings, trench restoration and related work, excluding surfacing restoration which shall be covered by other items. Additionally,this unit price shall include all site dewatering, bypass pumping, site cleanup, pipe caps and all other related work. The removal and disposal of existing facilities, both within the trench excavation or at removed locations from the trench excavation, which are to be abandoned or removed and disposed, including removal and disposal of existing Asbestos Cement (AC) pipe in accordance with Section 00910, SPECIAL PROVISIONS, shall be considered incidental underthis item. This will include underground (manholes, pipe, etc.) and above ground (asphalt, concrete, trees, etc.) facilities. Unless specifically noted, existing pipe removal shall include pipe exposed in the trench excavation area. Unless there is a specific bid item noted for the restoration of lawn and landscaping restoration on public or private land,that work shall be considered incidental under this item. Item 204, 205, 206, 207, 208 - Manholes: 1. New Manholes: Measured and paid in accordance with MPWSS, 5tn Edition, Section 02730-4.3, as applicable, which price shall also include excavation, backfill, bedding, specified items (sleeve), and related work. 2. SS Manhole W/ Connect To Existing Main: Measured and paid per each manhole installed and connected to existing sewer pipe in accordance with the requirements of the plans and special provisions, which shall include all materials, equipment, labor and related work , including removal and disposal of existing manholes or structures, and installation of the new manhole to complete the item. Manholes requiring specified internal or external drops shall be provided as incidental to the manhole work, and shall include all work to complete the item. 01025—Page 8 of 15 HA0417\035\docs\SpecslDiv 1\SEC01025r.doc 1/1 212 0 0 6 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 209 - Sewer Services: Delete Section 02730-4.4 of MPWSS, 5t" Edition. This work shall be measured and paid at the unit price bid for each service, to include all excavation, backfill, bedding, service saddles for connection to existing mains, fittings, couplings, tees, pipe, restoration, end pipe marker, and related materials and work to complete this item. This shall be regardless of the size or length of pipe needed to extend the service to the property line. Unless there is a specific bid item noted for the restoration of lawn and landscaping restoration on public or private land, that work shall be considered incidental under this item. Where multiple sewer services are installed in the same trench and to the same lot, payment will be made for each of the service lines. All taps for water services will be made under live conditions by the City of Bozeman at no cost to the contractor. SCHEDULE 3 - WATER RELATED ITEMS Item 301, 302, 303 - Water Main: Measured and paid in accordance with MPWSS, 5tn Edition, Section 02660- 4.2, and shall include all street and trench excavation, backfill, bedding, and related work. The unit price shall include all site dewatering, restraining, thrust blocks, disinfecting and testing apparatus and flushing hoses, testing taps (corporations and saddles), temporary fittings (plugs, etc.) needed for testing, any temporary water systems and-related work, specified detection tape, polyethylene encasement, special gaskets, and all site cleanup. Pipe end caps, If during construction, a line crossing is encountered that will require some piping modifications that are not called out on the plans, then compensation for that extra work shall be based on extra fittings and piping at the unit prices defined in the bid form. The removal and disposal of existing facilities within the trench excavation to be abandoned or removed shall be considered incidental under this item. This will include underground (pipes, valve boxes, etc.), and above ground (asphalt, concrete, trees, etc.) facilities. Unless specifically noted, existing pipe removal shall include pipe exposed in the trench excavation area. Unless there is a specific bid item noted for the restoration of lawn and landscaping restoration on public or private land, that work shall be considered incidental under this item. 01025—Page 9 of 15 H:40417\0351docs\Specs\Div 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 304 - 10" Valve (MJ X MJ) And Connection To Existing Main Measured and paid in accordance with MPWSS, 5tn Edition, Section 02660- 4.E and shall additionally include connection to the existing water mains in accordance with the plans. Any temporary thrust restraint, sleeve fittings, couplings, or transition couplings needed will be considered incidental and are to be included under this bid item. Item 305 - Connections To Existing Mains Including Tapping Tee & Tapping Valve (Live Tap): Measured and paid at the unit price for all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto. Connections to existing mains will be live taps unless otherwise noted on the plans. For the operation of making the connections to existing water mains, all live taps will be made by the City of Bozeman. The Contractor shall provide the tapping tee and valve and all other materials necessary to make the tap. All materials shall be included in the unit price. No fees will be charges by the City of Bozeman for making the connection. All pumping, discharge of water, and miscellaneous work needed for the connection shall be included under this item. Any sleeve fittings, couplings, or transition couplings needed will be considered incidental and are to be included under this bid item. In some cases, testing cannot be made against a new valve. In this case, the Contractor shall delay the connection short of the final design position, insert a plug on the new line to complete all testing, and when satisfactory, remove the plug and make the final connections. This work shall be included in this item. Revision to the above procedure shall be done at the Contractor's cost and risk and shall be submitted to the Engineer for review and approval. In addition, this item will include the work related to any specified repositioning of existing fittings, and new gasket materials for those fittings. Item 306, 307 - Fittings: Measured and paid in accordance with MPWSS, 51" Edition, Section 02660- 4.3. 01025— Page 10 of 15 H:\0417\035\docs\Specs\D1v 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 308 - Fire Hydrant Assembly, In Place: Measured and paid in accordance with MPWSS, 51h Edition, Section 02660- 4.7, except that the 6" hydrant lead piping is to be paid separately under other bid items. Any hydrant extensions required to install the hydrant at the correct bury depth, sod, restoration of lawn areas, private sprinkler systems, etc., is to be included in the cost of this hydrant setting bid item unless specifically provided for under another item. Any specified guard posts shall also be included in the cost of this item. Any bend fittings specified along the branch line shall be paid under fittings bid item. Item 309 - Water Services: Measured and paid in accordance with MPWSS, 51h Edition, Section 02660- 4A.A. All taps for water services will be made under live conditions by the City of Bozeman at no cost to the contractor. Item 310 - Water Main Vertical Adjustment: This item shall cover the work of vertical adjustment of existing water main facilities where grade conflicts with the new storm drain or sewer pipe occur in accordance with City of Bozeman Standard Drawing No. 2660-11, including similar fitting to reconnect the pipe on the opposite side of the crossing. This shall include the installation of new water pipe including all necessary restrained joint bends and fittings, thrust blocks, and temporary restraining; this shall also include excavation, backfill, connections to the existing system, temporary water, and related work. Restoration of surface improvements shall be covered under separate bid items. SCHEDULE 4 - TRAFFIC SIGNAL RELATED ITEMS For the purposes of this Contract, measurement and payment for all bid items is referenced to, and determined by the appropriate sections of MDT's "Standard Specifications For Road And Bridge Construction, 1995 Edition" as modified by the current edition of the "Supplemental Specifications " to the same. The latter document is currently available as a digital document on the MDT website at http://www.mdt.state.mt.us/. These documents shall govern and take precedence over all other references to Measurement and Payment (with exception to the Special Provisions and any Addenda) referenced in the Project Manual. 01025—Page 11 of 15 HA0417\035\docs\Specs\D1v 1\SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT The separation of some Bid Item groups and the changes in series numbers in some cases are only for the Owner's use and are not intended to reflect a change in the Scope of Work. NOTE TO CONTRACTOR: -A separate column in each schedule of the Bid Sheet is dedicated to MDT Item numbers. Details for Method of Measurement and Basis of Payment of each item is obtained through the use of the first three digits of the item number and referencing the appropriate section of the "Standard Specifications For Road And Bridge Construction, 1995 Edition." STREET IMPROVEMENT RELATED ITEMS A. MDT Standard Specification Sections: 202, 203, 301, 401 , 402, 603, 608, 609, 610 SIGNALIZATION RELATED ITEMS A. MDT Standard Specification Sections: 616, 617, 619, 620, 621 SCHEDULE 5 — MISCELLANEOUS ITEMS Item 501 - Underground Utilities Crossings Measurement and payment will be by numerical count for underground facility crossings. Price shall include full compensation for production slowdown, utility locations, costs to repair any utility damaged by Contractor when such utility is either shown on the plans or is of a known location, utility relocation costs to the utility company if relocation is requested by the Contractor, and all other costs associated with the utility crossing, including excavation, backfill, hand compaction, specified sand materials, and appurtenances necessary to complete the item. No payment will be made for utility crossings which are either to be abandoned as a result of this project or have been abandoned prior to the start of this project. No payment will be made for utility crossing of facilities installed under this contract or as part of the work for this project including private utilities to provide service to the project area. When multiple utility conduits lie in the same trench crossing, payment will be made for each of the conduits if they are not physically combined in a single encasement or pipe configuration. 01025—Page 12 of 15 H:1041710351docslSpecslDiv 11SEC01025r.doc 1/1212006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT There shall be no measurement and payment of surface or overhead facility crossings, nor of services of facilities being installed under this contract. These shall be considered incidental to the work. No payment will be made for paralleling adjacent utilities, regardless of the space horizontally or vertically between the existing utility and the improvement. This shall be considered incidental to the work. Work to regrade existing water services where the crossing conflicts with the grade of the new pipe shall be considered as incidental to the facility crossing item. Item 502 - Mainline Crew Exploratory: Measured and paid in accordance with Section 02221-4.6, MPWSS, 5th Edition, except the equipment and labor shall be equal to the equipment and labor used for the "mainline" digging, laying and backfilling operation. The bid item will also provide compensation for and be applicable to any and all miscellaneous extra work encountered during the project which is of a nature consistent with the typical conditions found to be a part of underground utility work and which can reasonably be expected to be encountered during construction of an underground utility project. The unit price shall be equal to the equipment and labor used for a mainline crew to perform such miscellaneous extra work. Item 503 - Small Crew Exploration: Measured and paid in accordance with Section 02221-4.6, MPWSS, 51h Edition, except the bid item will also provide compensation for and be applicable to any and all miscellaneous extra work encountered during the project which of a nature consistent with the typical conditions found to be a part of underground utility work and which can reasonably be expected to be encountered during construction of an underground utility project. Item 504 & 505 - Subexcavation and Type 2 Bedding: Measured and paid by the cubic yard (C.Y.) of Type 2 Bedding Material, measured in place as described in MPWSS, 51h Edition, Section 02221-4.4 or Section 02230-4.1.B. as applicable which price shall also include the subexcavation work, except payment quantity shall be based on the actual subexcavation width. This item may or may not be used depending to the field conditions. 01025—Page 13 of 15 H:1041710351docs\Specs%Div 11SEC01025r.doc 1/12/2006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT Item 506 - Traffic Control: Measurement and payment for Construction Traffic Control shall be made in accordance with MPWSS, 51" Edition, Section 01570-4.1. Item 507 - Erosion Control: Measured and paid at the contract unit price bid for the linear feet of silt fencing installed which price shall include all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto. Work shall include compliance with the applicable Best Management Practices (BMP's) as described in the current edition of the "Montana Sediment And Erosion Control Manual' and as required in the MDEQ application for Stormwater Discharge Permit for Construction Activities. Item 508 Mobilization/Demobilization: Shall include moving equipment and other necessary work items to and from the project site. Payment will be at the lump sum bid prices with 50 percent to be paid when mobilizing to begin construction and the remaining 50 percent to be paid following completion and acceptance of the work for that bid schedule. The bid prices for each item cannot exceed three percent of the applicable schedule total bid for the associated bid schedule. Item 509 - Taxes, Bonds, and Insurance: Shall include any and all taxes, bonds, and insurance costs in relation to this project together with any fees, permits, licenses, and incidental regulatory costs assessed by local, state or Federal agencies as required for successful completion of this project. This item shall be paid 50 percent upon mobilizing to begin construction if the bid price for this item is equal to or less than 5 percent of the total price. For the second 50 percent of the bid amounts plus that portion of the taxes, bonds, and insurance price greater than 5 percent, if any, payment of the second 50 percent and the excess greater than 5 percent shall be paid in increments on the basis of the percentage of work completed at each progress estimate. PART2 PRODUCTS Not Used 01025—Page 14 of 15 H:\0417\035\docs\Specs\Div 1\SEC01025r.doc 1/1212006 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT PART 3 EXECUTION Not Used END OF SECTION 01025—Page 15 of 15 H:\0417\035\docs\SpecsMiv 1\SEC01025r.doc 1/12/2006 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT PART1 GENERAL 1.01 SECTION INCLUDES A. Format B. Preparation of Applications C. Submittal Procedures D. Final Payment Application E. Substantiating Data 1.02 RELATED SECTIONS A. Section 01025 - Measurement and Payment. B. Document 01035 - Change Order Procedures: Procedures for Changes to the Work. C. Section 01300 - Submittals: Submittal Procedures. D. Section 01700 - Contract Closeout: Final Payment. 1.03 FORMAT A. Use the Periodic Estimate Form supplied in either this Project Manual or approved by the Engineer including continuation sheets when required. B. For each item, provide: Amount completed to date for individual items. For materials on hand provide item description, relation of material to individual bid item, dollar value of material stored and dollar value of material in place. The amount allowed for material stored shall not exceed the value of material remaining to be installed less the value of installation. C. Change order items shall not be included in requests for payment until approved by Owner and Engineer. Payment requests for change order items shall be made on Engineer supplied forms similar to payment requests for original work items. 1.04 PREPARATION OF APPLICATIONS A. Present required information for preparation of progress payments in either typewritten or legibly handwritten form. 01027— Page 1 of 3 HA0417\035\docs\Specs\Div 1\SEC01027.doc 1/9/2006 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT B. Review all requests for payment with Resident Project Representative (RPR). Obtain concurrence of quantities with RPR prior to submitting request for payment to Engineer. C. Upon receipt of processed pay request from Engineer, execute pay request, claim forms (if any) and certification by signature of authorized officer. D. List each authorized Change Order on individual change order request form provided by Engineer. 1.05 SUBMITTAL PROCEDURES A. Submit one copy of each Application for Payment to Engineer. B. Submit an updated construction schedule with each Application for Payment. C. Submit paid invoices for material in storage obtained from vendors or suppliers after initial payment for said invoices has been made under previous progress payment. Payment for materials on hand will be made upon presentation of the initial invoice. No further payment will be made to Contractor for work or materials on hand until such time that proof of payment to producers or suppliers has been made in proportion to payments made to contractor. "Paid" invoices will be submitted by Contractor to substantiate payment to producers or suppliers. D. Payment Period: Submit at intervals stipulated in the Agreement. Payment for all work performed under this Agreement will be made by the OWNER within the time period specified in and in accordance with the procedures outlined in 14.02 of the Standard General Conditions and the Supplementary Conditions. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. When the work extends beyond thirty(30)days, progress payments will be made monthly for any work accomplished during the preceding month, but subject to retainage as specified elsewhere. 01027—Page 2 of 3 HA0417\035\docs\Specs\Div 1\SEC01027.doc 1/9/2006 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT These Contract Documents allow the OWNER to review and approve each CONTRACTOR's periodic payment request within 30 days after the request is received by the OWNER allow the OWNER to make periodic payments within 14 days after the OWNER's approval of each periodic payment request. E. Submit request for payment under transmittal letter specified in Section 01300. 1.06 FINAL PAYMENT APPLICATION A. Supply lien waivers, releases and prime contractor affidavit, and Consent of Surety Company to Final Payment (on attached form) in accordance with 14.07 of the Supplementary Conditions. B. Submit all documents including operation/maintenance data, record drawings, and warranty data as specified in Section 01700. 1.07 SUBSTANTIATING DATA A. When Engineer requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01027 01027—Page 3 of 3 H:\0417\035\docs\Specs\Div 1\SEC01027.doc 1/9/2006 CONSENT OF OWNER ❑ SURETY COMPANY ARCHITECT ❑ TO FINAL PAYMENT CONTRACTOR ❑ AIA DOCUMENT G707 SURETY ❑ OTHER PROJECT: (name,address) TO(Owner) ARCHITECT'S PROJECT NO: CONTRACT FOR: L J CONTRACT DATE: CONTRACTOR: In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,the (here insert name and address of Surety Company) SURETY COMPANY, on bond Of(here insert name and address of Contractor) ,CONTRACTOR, hereby approves of the final payment to the Contractor,and agrees that final payment to the Contractor shall not relieve the Surety Company of any of its obligations to (here insert name and address of Owner) OWNER, as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, - the Surety Company has hereunto set its hand this day of 20 Surety Company Signature of Authorized Representative Attest: (Seal): Title NOTE: This form is to be used as a companion document to AIA DOCUMENT G706,CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,Current Edition AIA DOCUMENT G707- CONSENT OF SURETY COMPANY TO FINAL PAYMENT•APRIL 1970 EDITION•AIA@ ONE PAGE 01970•THE AIvIER1CAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE.,NW,WASHINGTON,D.C.20006 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES PART GENERAL 1.01 SECTION INCLUDES A. Submittals. B. Documentation Necessary for Change in Contract Price and Contract Time. C. Change in Work Procedures. D. Work Directive Change. E. Stipulated Sum Change Order. F. Unit Price Change Order. G. Time and Material Change Order. H. Execution of Change Orders. I. Correlation of Contractor Submittals. 1.02 RELATED SECTIONS A. Agreement Forms: Monetary values of established Unit Prices and percentage allowances for Contractor's overhead and profit. B. Section 01025 - Measurement and Payment C. Section 01027 - Applications for Payment: Payment applications. D. Section 01300 - Submittals. E. Section 01600 - Material and Equipment: Product options and substitutions. F. Section 01700 - Contract Closeout: Lien Releases and Project Record Documents. 1.03 SUBMITTALS A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employment or Subcontractors of changes to the Work. B. Change Order Form: Engineer Supplied Change Order Form. 1.04 DOCUMENTATION NECESSARY FOR CHANGE IN CONTRACT PRICE AND CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. 01035 - Pagel of 4 H:\04171035\docs1Specs\Div 1\SEC01035.doc 119(2006 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. On request, provide additional data to support computations: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: 1. Origin and date of claim. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 1.05 CHANGE IN WORK PROCEDURES A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum/Price or Contract Time as authorized by General Conditions Paragraph 9.5 by issuing supplemental instructions on a field memorandum. B. The Engineer may issue a Proposal Request or a Notice of Change which includes a detailed description of a proposed change with supplementary or revised drawings and specifications, and a change in Contract Time for executing the change with a stipulation on any overtime work required. Contractor will prepare and submit an estimate within 2 days. C. The Contractor may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Price and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01600. D. Contractor will not proceed with change order work, except work authorized by a Work Directive Change (para. 1.06) until such time as Owner has approved the change order. 1.06 WORK DIRECTIVE CHANGE 01035 - Page 2 of 4 H:\0417\035\docs\Specs\Div 1\SEC01035.doc 1/9/2006 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES A. When the Engineer issues a Work Directive Change, signed by the Owner, it shall instruct the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B. The document will describe changes in the Work, estimated cost, and will designate method of determining any change in Contract Sum/Price or Contract Time. C. Contractor shall promptly execute the Change in Work. 1.07 STIPULATED SUM CHANGE ORDER A. Based on a Proposal Request or the issuance of a Work Directive Change at the Contractor's maximum price quotation, or; B. Based on Contractor's request for a Change Order as approved by Engineer. 1.08 UNIT PRICE CHANGE ORDER A. When based on predetermined unit prices and quantities, the Change Order will be executed in accordance with the fixed unit prices defined in the Agreement. B. When based on unit costs or quantities of units of work which are not predetermined, the Change Order Work will be executed under a Work Directive Change. C. Changes in Contract Price and Contract Time will be computed as specified under Time and Material Change Orders. 1.09 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. B. Engineer will determine the change allowable in Contract Price and Contract Time as provided in the Contract Documents. C. Maintain detailed records of work done on Time and Material basis. D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. E. Change orders will be paid according to the General Conditions, except the overhead and profit allowance shall apply only to labor and materials. 01035 - Page 3 of 4 H:\0417\035\docs\Specs\Div 1\SEC01035.doc 1/9/2006 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES F. Equipment charges shall be figured on the monthly rates of"The DataQuest Rental Rate Blue Book", latest edition, divided by 176 to figure the hourly rate, with no overhead and profit allowance allowed. G. No additional or deduction of costs will be incorporated into each change order for costs associated with Contractor's taxes, bonds and insurance. As these items are reflective of the overall project cost, a final change order may be initiated by either party to recover costs or savings associated with the projects final construction cost. 1.10 EXECUTION OF CHANGE ORDERS A. Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.11 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust time for other items of work affected by the change, and resubmit. B. Promptly enter changes in Project Record Documents. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01035 01035 - Page 4 of 4 HA0417\035\docs\Specs\Div 1\SEC01035.doc 1/9/2006 SECTION 01041 DIVISION 1 - GENERAL REQUIREMENTS PROJECT COORDINATION PART1 GENERAL 1.01 SECTION INCLUDES A. Pre-Construction Conference B. Project Meetings Or Reports C. Protection And Field Relocation D. Sequence Of Work 1.02 PRE-CONSTRUCTION CONFERENCE A. After the contract has been awarded, but before the start of construction, a Preconstruction Conference will be held for the purpose of discussing requirements on such matters as project supervision, construction staking, submittals, on-site inspections, progress schedules and reports, payrolls, payments to Contractors, contract Change Orders, insurance, safety, and other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel connected with the project on hand to meet with representatives of the Owner and the Engineer. B. At the Preconstruction Conference, the Contractor shall submit a complete construction schedule showing the weekly schedule of work. The format shall be such that the schedule can be used to show actual progress of the work so that schedule adjustments, if required, can be easily made. The Contractor shall schedule all work under this contract to be completed within the contract time specified in these documents. C. The Contractor's construction schedule will be reviewed in detail at the Preconstruction Conference by representatives of the Owner, Engineer and Contractor. The Contractor shall make final adjustments, if any, to the construction schedule following the conference and submit the revised construction schedule within seven (7) days to the Engineer for final approval. 1.03 PROJECT MEETINGS OR REPORTS A. Preconstruction Conference: A preconstruction conference will be scheduled after the Notice of Award. B. Progress Meetings: The Owner may schedule regular progress meetings approximately every one to two weeks to review work progress, schedules, and other matters needing discussion and resolution. At a minimum, each meeting must be attended by the Contractor's project manager or field superintendent. 01041 — Page 1 of 3 H:\0417\035\docs\Specs\Div 1\SEC01041.doc 1/9/2006 SECTION 01041 DIVISION 1 - GENERAL REQUIREMENTS PROJECT COORDINATION C. Progress Reports: A monthly progress report shall be provided with an updated schedule by the Contractor prior to the submission of the application for progress payment. No progress payments shall be made to the Contractor without prior submittal and subsequent review of the associated progress report and updated schedule. If the work falls behind schedule, Contractor shall submit progress reports at such intervals as the Owner or Engineer may request. Each progress report shall include sufficient narrative to describe current and anticipated delaying factors, their effect on the construction schedule, and proposed corrective actions to meet the agreed-upon schedule. Any work reported complete, but which is not readily apparent to the Engineer must be substantiated with satisfactory evidence. 1.04 PROTECTION AND FIELD RELOCATION A. During construction, it is expected that minor revisions to proposed facility locations will be necessary. Make such relocations only as directed by the Engineer. If existing structures are encountered that prevent construction as shown, or if a conflict between proposed structure locations is encountered, notify the Engineer before continuing with work so Engineer may investigate and make a decision regarding the necessary field revisions. B. Monuments And Markers: Preserve and protect private and public survey monuments, markers and property pins throughout construction. If damage occurs or removal becomes necessary, immediately notify Engineer and restore monument or marker to original condition using registered land surveyor. C. Contractor shall protect existing structures or facilities, including supporting soils, from damage at all times during performance of the work. D. Connecting To Existing Facilities: Unless otherwise shown or specified, determine methods of connecting new work to existing facilities, and to facilities to be constructed under separate contract. Obtain Engineer's review and acceptance of proposed connections before performing the work. 1.05 SEQUENCE OF WORK A. Operation And Shutdown Of Existing Facilities: Schedule and conduct activities to enable existing services and facilities to operate continuously, unless otherwise specified. If interruption of existing services and/or facilities is necessary, conduct work to minimize such interruptions outside normal working hours. Avoid undesirable conditions within limits specified in the Supplementary Conditions. 01041 - Page 2 of 3 H:\0417\035\docs\Specs\Div 1\SEC01041.doc 1/9/2006 SECTION 01041 DIVISION 1 - GENERAL REQUIREMENTS PROJECT COORDINATION B. Refer to Section 00910, SPECIAL PROVISION, for requirements regarding coordination with the reconstruction of Durston Road between N. 19th Ave. and N. 7th Ave. which will proceed concurrent with this project. C. Modifications To Existing Facilities: Where existing facilities are to be modified during the course of work, obtain Owner, and Engineer's reviews and acceptances of submittals for temporary shutdown, demolition, modification, connections between new and existing work, and other related work. Conform to other sections as applicable. 1 . Connections to existing facilities or utilities, or otherwork that requires the temporary shutdown of any existing operations of utilities shall be planned in detail with appropriate scheduling of the work and coordinated with Owner and Engineer. The schedule for shutdown or restart shall be given by written advance notice in order that the Owner or Engineer may witness the shutdown, tie-in, and startup. 2. The City of Bozeman Water Department personnel shall operate all existing water valves. At no time is the Contractor to operate any existing facility valves. The Contractor shall be solely responsible for operation and maintenance of the temporary bypass piping. 3. The City of Bozeman Water Department personnel shall make all live main and service line taps any existing water and sewer mains. Connections to existing facilities, which are in service, shall be thoroughly planned in advance and all required equipment (including emergency equipment), materials, and labor shall be on hand at the time of undertaking the connections. Work shall proceed continuously, around the clock if necessary, to complete connections in the minimum time. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) PART 4 MEASUREMENT AND PAYMENT (Not Used) END OF SECTION 01041 01041 —Page 3 of 3 HA0417\035\docs\Specs\Div 1\SEC01041.doc 1/9/2006 SECTION 01050 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY PART1 GENERAL 1.01 SECTION INCLUDES: A. Quality Control B. Submittals C. Examination D. Survey Reference Points E. Engineer— Surveys/Staking F. Contractor— Surveys/Staking G. Engineering Forms Concrete Pour Checklist Form Request for Staking Form Valve/Hydrant Operation Request Form H. Project Record Documents 1.02 RELATED SECTIONS A. Section 01010 — Summary of Work B. Section 01700 — Contract Closeout: Project Record Documents 1.03 QUALITY CONTROL A. Employ a Land Surveyor registered in the State of Montana, an experienced party chief or an engineering technician versed in construction layout and construction staking. Person employed must be suitable for the work proposed. 1.04 SUBMITTALS A. If requested by Owner or Engineer, provide 1 copy of survey notes to the Engineer within 24 hours of staking. Submit in accordance with Section 01300. 1.05 EXAMINATION A. Verify locations of survey control points prior to starting work. B. Promptly notify Engineer of any discrepancies discovered. 1 .06 SURVEY REFERENCE POINTS A. Contractor to locate and protect survey control and reference points. 01050 - Pagel of 4 HA0417\035\docs\SPecs\Div 1\SEC01050.doc 1/9/2006 SECTION 01050 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY B. Protect survey control points prior to starting site work; preserve permanent reference points during construction. C. Promptly report to Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. D. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. 1.07 ENGINEER SURVEYS/STAKING The Engineer will provide the construction control stakes and bench marks for the Contractor as follows: 1. Bench marks and construction control stakes as shown on the plan drawings. 2. Control line alignment stakes at a minimum interval of 100 feet. 3. Street reference/grade stakes at 100-foot intervals on tangents and 50-foot intervals on vertical and horizontal curves. 4. Site grading stakes at 100-foot intervals between road/alley alignments. 5. Location stakes for all valves, fire hydrants, water main fittings, and water service lines. 6. Sanitary sewer reference/grade stakes at 50-foot intervals and at manholes, offset stakes for manholes, and location stakes of sewer service lines. 7. Storm drain reference/grade stakes at 50-foot intervals and at manholes, offset stakes for manholes, and other features and detention pond grading stakes. 8. Curb and gutter alignment/grade stakes at 50-foot intervals on tangents and 25-foot intervals on vertical and horizontal curves, and location stakes for alley approaches. 9. Sidewalk alignment/grade stakes at 25-foot intervals in the parkways. 01050 - Page 2 of 4 HA0417\035\docs\Specs\Div 1\SEC01050.doc 1/9/2006 SECTION 01050 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY 10. References to all known monuments prior to excavation, and then placement of position points to allow the Contractor to install a new monument. Verification of the replaced monument position shall also be done by the Engineer. 1.08 CONTRACTOR SURVEYS/STAKING The Contractor shall provide all other project surveying needs not identified above. This may include, but is not limited to the following: 1. The Contractor shall be responsible for all grades, stakes, and blue tops of the subgrade, subbase, and asphalt to match specified design or existing grades. This includes any surveys prior to the excavation to establish the original grade or cross section condition. The Contractor's field notes are to be provided as part of the Record Drawing requirements. 2. The Contractor must give an advance request of the staking needs, in writing, by completing and submitting the "Request for Staking" form that is included in the Project Manual. Absolutely no "second time"or "restaking"' work will be done by the Engineer unless separate compensation for the Engineer's costs are paid directly by the Contractor. The Engineer shall submit notification of"restaking work" and cost estimates for the Contractor's review and agreement priorto starting the "restaking work". 3. Protecting and using the grade stakes that have been set by the Engineer, and the making of all construction shots for the installation of the work. 4. The Contractor shall make all other surveys necessary for construction that are not identified elsewhere in this Project Manual. 1.09 ENGINEERING FORMS The following forms can be found at the end of this Section. Request for Staking Concrete Pour Checklist Form Valve/Hydrant Operation Request Form The Contractor shall complete and submit the appropriate forms to the Engineer during the course of the work. 01050 - Page 3 of 4 HA0417\035\docs\SPecs\Div 11SEC01050.doc 1/9/2006 y SECTION 01050 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY 1.10 PROJECT RECORD DOUMENTS A. Contractor to maintain a complete and accurate log of control and survey work as it progresses. B. Contractorto submit Record Documents under provisions of Section 01700. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01050 01050 - Page 4 of 4 H:\0417\035\docs\Specs\Div 1\SEC01050.doc 1/9/2006 E � kB 70 22 § 2� k CO w . . k� E � 08 / w < * o � § 5 @ ) LU LU %\ k ` � < kk E O > _ « § w }\ § / / Cl £ $ E a w{ \ _ m ( [ q _ 2 0 o/L) -Jw o 0) 0 u0, 0L) . E k uml m ( m / © o > oo = = = # � 2y « e®= ° ° � £ _ £ - E < C �/ � ( / \ b § / "0 < � _ _ _ , , _= eo - - - ` = / Eg Y) U- &2£ & ; = 0 E _ � < �. O 2 2 §/§ / / � t0 uE � ) g ) \ ® � _ / §23�;E U. $ / U) w o o a) 0 m = �k) §f/ = - m » w .E �{{50LU _ w ¥ DooEg § § i \m ioQ �� EE § § \ � 7/0 % I / E % \ � E b u E � z .. o .. � E ee m � � z , , i neo w o � o ±&&= a § Pw z Q � � � e , w02 k CD w ± ± = w MSS P LL 00w m ( < o e w w 6 [ . -j z ® � E F- w V) U [ce ± 0 z < O o 2w R a ma. ( ) ¢ LU / _ / & . 7 i 0 z ) § / $ E k < of c 0 2 ( � \ \ � Li / k � m / 0 " k L \ LU ® I 0 � I 0° / § § o / co $ z ■ z B o 2z § o o @ L { 0 2 = = w w O I = 0 _ E Q u a w w o e n o o u }a CONCRETE POUR CHECKLIST FORM Form Requirements: 1 - Contractor to complete this form in triplicate for each concrete pour. No concrete shall be poured without a completed AConcrete Pour Checklist Form@. 2 - Following Contractor=s completion of pour preparation, this form to be filled out where applicable by Contractor and issued to Engineer a minimum of 24-hours prior to time of desired pour. 3 - Engineer to complete his inspection and return 1 copy to Contractor within 24 hours of the time of receipt. 4 - Concrete ordered prior to approval of the Engineer=s inspection of the work shall be at the Contractor=s risk. Project: Contractor: Concrete Sub-Contractor: Concrete Supplier: Concrete Mix: Received by Engineer: / (Time/Day) (Engineer=s Signature) Pour Description: Volume of Pour: CY Time of Desired Pour: Date: Hour: Pour Checklist Contractor Engineer Comments (Initial when complete) (Initial when approved) Subgrade: Compaction Gravel Forms: Dimensions Grade Rebar/Mesh Imbeds Pre-formed Joint Filler Other: (specify) Blankets Required (Yes/No) Curing Compounds (Yes/No) Signature that pour is ready for inspection: (Contractor) Authorization for pour: / (Time/Day) (Engineer=s Signature) H:\0417\035\D0CS\SPECS\DlV 01MISC FORMSICONCRETE.DOC March 15,1999 VALVE/HYDRANT OPERATION REQUEST FORM FORM REQUIREMENTS: 1. Contractor to complete this form in triplicate. 2. Contractor to transmit completed form to Engineer minimum of 48 hrs. prior to the time of desired water treatment facility, valve/hydrant operation by the City. I. GENERAL PROJECT: CONTRACTOR: TIME/DAY OF RECEIPT: (Filled in by Engineer) TIME/DAY OF REQUESTED VALVE/HYDRANT OPERATION: (Filled in by Contractor) ESTIMATED TIME OF VALVE/HYDRANT SHUTDOWN: (Hours) LOCATION OF REQUIRED VALVE/HYDRANT OPERATION: General Zone - PRE-CHECK BY OWNER Primary Operations: (if known by Contractor) Secondary Valves/Hydrants: (for City use only) ll. ITEMS TO BE COMPLETED PRIOR TO VALUING SHUTDOWN, CHECKLIST CONTRACTOR COMMENTS (Initial) (Engr./Contr.) 1. Notices Issued to Residential Services 24 hrs. in Advancez 2. Temporary Service to- Commercial Residential 3. Notice Issued to Fire Department (1) INCOMPLETED CHECKLIST REQUIREMENT WILL BE CAUSE FOR DELAYING VALVE SHUTDOWN UNTIL ALL REQUIREMENTS ARE SATISFACTORY. (2) Contractor to issue pre-printed notice forms to residential services 24-hours prior to shutdown. (3) Operations shall be conducted in a manner to permit flushing and filling of the watermains by 3:00 p.m.in the shift. H:\0417\035\D0CS\SPECS\DIV O%MISC FORMS\VALVE.FORM.WPC.DOC May 6,1998 SECTION 01200 DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS PART1 GENERAL 1.01 SECTION INCLUDES A. Coordination. B. Preconstruction Conference. C. Progress Meetings. 1.02 RELATED SECTIONS A. Section 01019 - Contract Considerations B. Section 01025 - Measurement and Payment C. Section 01030 - Special Provisions 1.03 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B. Where applicable, verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Where applicable, coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. D. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. E. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.04 PRECONSTRUCTION CONFERENCE A. Engineer will schedule a conference after Notice of Award. B. Attendance Required: Owner, Engineer and Contractor, and Contractor's Superintendent. 01200—Page 1 of 3 HA0417\035\docs\Specs\Div 1\SEC01200.doc 1/9/2006 SECTION 01200 DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS C. Agenda: 1. Distribution of Contract Documents. 2. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule. 3. Designation of personnel representing the parties in Contract, and the Engineer. 4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. 5. Scheduling. 1.05 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within two days to Engineer, participants, and those affected by decisions made. C. Attendance Required: Job superintendent, Engineer, major Subcontractors and suppliers, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 01200— Page 2 of 3 HA0417\035\docs\Specs\Div 1\SEC01200.doc 1/9/2006 SECTION 01200 DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS 13. Other business relating to Work. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01200 01200— Page 3 of 3 H:\0417\035\docs\Specs\Div 1\SEC01200.doc 1/9(2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS PART1 GENERAL 1 .01 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Shop drawings. E. Samples and Test Specimens F. Quality Control Submittals J. Manufacturers' instructions. K. Manufacturers' certificates. L. Record Drawings 1.02 RELATED SECTIONS A. Section 01040, COORDINATION AND SITE CONDITIONS regarding submittal of a Construction Sequencing and Bypass Plan. B. Section 01400, QUALITY CONTROL AND OWNER QUALITY ASSURANCE regarding Manufacturers' field services and reports. C. Section 01600, MATERIAL AND EQUIPMENT regarding substitutions. D. Section 01700, CONTRACT CLOSEOUT regarding contract closeout submittals. 1.03 SUBMITTAL PROCEDURES A. Submittal Register: The Contractor shall submit to the Engineer a register indicating the required submittal data and his proposed submittal dates for all equipment and materials forwhich a submittal is required. The register shall be submitted to the Engineer by the Contractor within fifteen (15) working days after the date of the Notice of Award. 01300 - Page 1 of 13 H:\0417\035\docs\SPecs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS B. General Procedures: 1. Procedures and requirements for submittals are specified herein. Owner reserves the right to modify the procedures and requirements for submittals, as necessary to accomplish the specific purpose of each submittal. Direct inquiries to Engineer regarding the procedure, purpose, or extent of any submittal. 2. Review, acceptance, or approval of substitutions, schedules, shop drawings, lists of materials, and procedures submitted or requested by Contractor shall not add to the Contract amount, and additional costs which may result therefrom shall be solely the obligation of Contractor. 3. Owner is not precluded, by virtue of review, acceptance, or approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefore. 4. Owner is not responsible to provide engineering or other services to protect Contractor from additional costs accruing from submittals. 5. Submittals processed by Engineer do not become Contract Documents and are not Change Orders; the purpose of submittal review is to establish a reporting procedure and is intended for Contractor's convenience in organizing the work and to permit Engineer to monitor Contractor's progress and understanding of the design. 6. Submittals will be acted on by the Engineer as promptly as possible and returned to the Contractor not later than the time allowed for review in Paragraph SPECIFIC SUBMITTAL PROCEDURES. Delays caused by the need for resubmittal shall not constitute basis for claim or for an extension of contract time. 7. After checking and verifying all field measurements, make submittals to Engineer, in accordance with the submittal register for review. a. Contractor Approval: All drawings, equipment, materials, and other submitted data shall be carefully reviewed by an authorized representative of the Contractor prior to submission to the Engineer. Each submittal shall be dated, signed, and certified by the Contractor, as being correct and in strict conformance with the Contract Documents. No consideration for review by the Engineer of any Contractor submittals will be made for any items which have not been so certified by the 01300 - Page 2 of 13 HA0417\035\docs\Specs\Div 1\SEC01 300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS Contractor. All non-certified submittals will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor. b. Data shown shall be complete with respect to quantities, dimensions, specified performance and redesign criteria, materials, and similar data to enable Engineer to review the information. C. Submitted data shall be fully sufficient in detail for determination of compliance with the Contract Documents. 8. Before submission of each submittal, determine and verify quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto; review and coordinate each submittal with other submittals, requirements of the work, and Contract Documents. 9. At the time of each submission, give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents; in addition, make specific notation on each shop drawing submitted to Engineer for review and approval of each such variation. 10. Engineer's review will be only for conformance with the design concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or procedures of construction (except where a specific means, method, technique, sequence, or procedure of construction is indicated in or required by the Contract Documents) nor to safety precautions or programs incident thereto. The review of a separate item as such will not indicate review of the assembly in which the item functions. 11. Engineer's review of submittals shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Engineer's attention to each such variation at the time of submission, and Engineer has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the shop drawing or sample approval; nor will any approval by Engineer relieve Contractor from responsibility for errors or omissions in the shop drawings or from responsibility for having complied with the provisions therein. 01300 - Page 3 of 13 H:\0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS 12. Where a shop drawing or sample is required by the Specifications, related work performed prior to Engineer's review and approval of the pertinent submission shall be the sole expense and responsibility of Contractor. 13. Should the Contractor propose any item on his shop drawings, or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily. 14. Review of first submittal and one resubmittal will be performed by the Engineer at no cost to the Contractor. Subsequent submittals will be reviewed by the Engineer; however, the Engineer will document the work-hours and other expenses required for such review(s) and the Contractor shall reimburse the Ownerforthe charges of the Engineer with a deduction from the Contractor's monthly pay estimate. C. SPECIFIC SUBMITTAL PROCEDURES 1. Submit the number of copies the Contractor requires, including all product data sheets, plus four (4) additional complete sets to be retained by the Engineer. 2. Combine submittals specified in each Specification section into a single package. Partial packages will not be reviewed until all submittals required for the section have been received. These shop drawings shall be accurate, distinct, and complete, and shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to the Contract Drawings and Specifications. 3. Transmit each submittal with an Engineer accepted form. 4. Sequentially number the transmittal forms. Resubmittals to have original number with an alphabetic suffix. 5. Identify project, Contractor, subcontractor or supplier; pertinent Drawing sheet and detail number(s), and Specification section number, as appropriate. 6. Apply Contractor's stamp, signed or initialed certifying that review, verification of products required, field dimensions, adjacent 01300 - Page 4 of 13 H:\0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS construction work, and coordination of information is in accordance with the requirements of the work and Contract Documents. 7. Schedule submittals to expedite the project, and deliver to Morrison- Maierle, Inc. 901 Technology Blvd., P.O. Box 1113, Bozeman, Montana, 59771. Coordinate submission of related items. 8. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of the completed work. 9. Provide space for Contractor and Engineer review stamps. 10. Revise and resubmit submittals as required, identify all changes made since previous submittal. 11. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 12. Submittals will be acted upon by Engineer and transmitted to Contractor not later than 20 regular working days after receipt by Engineer. Shop drawings shall be submitted in sufficient time to allow the Engineer not less than 20 regular working days for examining the shop drawings. 13. It is intended that the Engineer will, upon review, mark the shop drawings as appropriate. When shop drawings have been reviewed by the Engineer, copies will be returned to the Contractor appropriately annotated. a. If major changes or corrections are necessary, the shop drawings may be rejected with such changes or corrections indicated. The Engineer will retain two copies and the remaining copies will be returned to the Contractor. Correct and resubmit the shop drawings in the same manner and quantity as specified forthe original submittal, unless otherwise directed by the Engineer. If changes are made by the Contractor (in addition to those requested by the Engineer)on the resubmitted shop drawings, such changes shall be clearly explained in a transmittal letter accompanying the resubmitted shop drawings. b. Upon approval, or approval with required corrections noted, one annotated copy will be retained for the Owner and one 01300 - Page 5 of 13 H:\0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS copy will be kept by the Engineer. The remaining annotated copies provided will be given to the Contractor. 1.04 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date of Owner's Notice of Award for the Engineer's review. B. Submit revised schedules with each Application for Payment, identifying changes since previous version. C. Submit a chart with separate line for each major section of work or operation, identifying first work day of each week. D. Show complete sequence of construction by activity, identifying work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration. E. Indicate estimated percentage of completion for each item of work at each submission. F. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates. 1.05 PROPOSED PRODUCTS LIST A. Within 15 days after date of Owners Notice of Award, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. C. Should the Contractor elect to substitute a proposed equivalent material to an "or approved equal" specification, the Contractor shall submit to the Engineer adequate documentation allowing the Engineer to determine the equivalency of the material. 1.06 SHOP DRAWINGS A. General: 1. The Contractor shall submit shop drawings, equipment and materials data as required in the Technical Provisions of these specifications concerning the specific item as soon as practical. The Contractor 01300 - Page 6 of 13 HA0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS may proceed, only at his own risk, with manufacture or installation of any equipment or work covered by said drawings, etc. until they are approved, and no claim, by the Contractor, for extension of the contract time will be granted by reason of his failure in this respect. 2. Shop drawings, as defined herein, consist of all drawings, diagrams, illustrations, schedules, and other data which are specifically prepared by or for Contractor to illustrate some portion of the work; and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams, and other information prepared by a manufacturer and submitted by Contractor to illustrate material or equipment for distinct portions of the work. 3. Submittal of incomplete or unchecked shop drawings will not be acceptable. Shop drawing submittals which do not clearly show Contractor's review stamp or specific written indication of Contractor review will be returned to Contractor for resubmission. 4. Submittal of shop drawings not required under these Contract Documents and not shown on the Submittal Register will be returned to the Contractor unreviewed and unstamped by the Engineer. B. Shop Drawing Contents: 1 . Shop drawings referred to herein shall include shop drawings and other submittals for both shop and field-fabricated items. In addition, the Contractor shall submit, as applicable, the following for all prefabricated or manufactured structural, mechanical, electrical, plumbing, process systems, and equipment: a. Shop drawings or equipment drawings, including dimensions, size and location of connections to other work, and weight of equipment. b. Catalog information and cuts. C. Installation or placing drawings for equipment, drives, and bases. d. Supporting calculations for equipment and associated supports specified to be designed by equipment manufacturers or suppliers. e. Wiring and control diagrams of systems and equipment. 01300 - Page 7 of 13 HA0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS f. Complete manufacturer's specifications, including materials description and paint system. g. List of special motor features being provided (i.e. space heater, altitude corrections, thermal protectors, etc.). h. Performance data and pump or mixer performance curves. i. Complete motor rating for all motors 15 horse-power and larger, including motor no-load, starting, and full-load current at rated voltage; full-load speed and current at 110 percent voltage; motor efficiency and power factor at 1/2, 3/4, and full- load at rated voltage. j. Suggested spare parts list with current price information. k. List of special tools required for checking, testing, parts replacement, and maintenance (special tools are those which have been specially designed or adapted for use on parts of the equipment, and which are not customarily and routinely carried by maintenance mechanics). I. List of special tools furnished with the equipment. M. List of materials and supplies required for the equipment prior to, and during startup. n. List of materials and supplies furnished with the equipment. o. Samples of finish colors for selection. p. Special handling instructions. q. Requirements for storage and protection prior to installation. r. Requirements for routine maintenance required prior to startup. S. List of all requested exceptions to the Contract Documents. C. Seismic Design: Machinery, equipment, and components such as tanks, piping, and electrical panels, including their supports and anchorages, designed by manufacturers or suppliers, shall be designed in accordance with the provisions of the latest edition of the Uniform Building Code to withstand seismic loads in addition to other loads. Design shall be performed by an appropriately licensed professional engineer familiar with 01300 - Page 8 of 13 HA0417\035\docs\Specs\Div 1\SEC01300.doc 1/912006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS seismic design. Submittals shall be certified, by the Design Engineer, that designs are in conformance with Uniform Building Code Requirements. D. Interfacing Work: Where called for in the Specifications, and as determined necessary by Engineer to provide proper correlation with other work, complete interface information shall be submitted. This interface information shall be accurate and contain all information necessary to allow for manufacturing and construction of the interfacing or connection work. 1.07 SAMPLES AND TEST SPECIMENS A. Where required in the Specifications, and as determined necessary by Engineer, submit test specimens or samples of materials, appliances, and fittings to be used or offered for use in connection with the work. Include information as to their sources, prepay cartage charges, and submit such quantities and sizes for proper examination and tests to establish the quality or equality thereof, as applicable. B. Submit samples and test specimens in ample time to enable Engineer to make tests or examinations necessary, without delay to the work. C. Submit additional samples as required by Engineer to ensure equality with the original approved sample and/or for determination of Specification compliance. D. Laboratory tests and examinations that Owner elects to make in its own laboratory will be made at Owner's cost except that if a sample of any material or equipment proposed for use by Contractor fails to meet the Specifications, Contractor shall bear cost of testing subsequent samples. E. Test required by the specifications to be performed by an independent laboratory shall be made by a laboratory licensed or certified in accordance with state statutes. 1. See Section 01400, QUALITY CONTROL AND OWNER QUALITY ASSURANCE for requirements. 2. Submit certified test results of specified tests in duplicate to Engineer. F. Samples and laboratory services shall be at the expense of Contractor and included in the prices bid for the associated work. G. Approved sample items (fixtures, hardware, etc) may be incorporated into the work upon approval and when no longer needed by Engineer for reference. 01300- Page 9 of 13 H:\0417\035\docs\Specs\Div 1\SEC01300.doc 1/912006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS 1.08 QUALITY CONTROL SUBMITTALS A. Manufacturers' Certification of Proper Installation: Where manufacturer's certification is required in the Specifications, the manufacturer shall provide certification stating the following: 1. The product or system has been installed in accordance with the manufacturer's recommendations. 2. The product or system has been inspected by a manufacturer's authorized representative. 3. Applicable safety equipment has been properly installed. 4. Proper electrical and mechanical connections have been made. 5. The product or system has been serviced with the proper lubricants. 6. Proper adjustments have been made and the product or system is ready for functional testing, startup, and operation. B. Certification of Compliance: 1. Where specified, furnish certification of compliance for products specified to a recognized standard or code prior to the use of such products in the work. a. Engineer may permit use of certain materials or assemblies prior to sampling and testing if accompanied by a certification of compliance. b. Certifications shall be signed by the manufacturer of the product; state that the components involved comply in all respects with the requirements of the Specifications. C. Furnish certification of compliance with each lot delivered to the jobsite and clearly identify the lot so certified. 2. Products used on the basis of a certification of compliance may be sampled and tested at any time. The fact that a product is used on the basis of a certification of compliance shall not relieve Contractor of responsibility for incorporating products in the work which conforms to requirements of the Contract Documents. Products not conforming to such requirements will be subject to rejection whether in-place or not. 01300 - Page 10 of 13 H:\0417\035\docs\SPecs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS 3. Engineer reserves the right to refuse permission for use of products on the basis of a lack of a certification of compliance. C. Functional Test Certification: Where a certification of functional testing is specified for certain facilities or equipment, Contractor (as applicable to the facilities or equipment furnished) shall state in writing that: 1. Necessary hydraulic structures, piping systems, valves, and similar facilities have been successfully tested. 2. Necessary equipment systems and subsystems have been checked for proper installation, started, and successfully tested to indicate they are operational. 3. Adjustments and calibrations have been made. 4. The systems and subsystems are capable of performing their intended functions. 5. The facilities are ready for performance testing, or for startup and intended operation, as applicable. 6. The manufacturer has reviewed and acknowledged this certification. Where several manufacturers have furnished equipment in a system, obtain each manufacturer's review and acknowledgment of its respective equipment as part of a functional test for the overall system. D. Performance Test Reports: Prepare and submit performance test reports where specified for equipment and systems. 1.09 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for product data. B. Identify conflicts between manufacturers' instructions and Contract Documents. 1.10 MIX DESIGNS A. When specified in individual specification sections, submit manufacturer's product mix design to Engineer for review and approval. Mix designs shall 01300 - Page 11 of 13 HA0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS include either a mix report by a certified testing laboratory or the specified number of laboratory test results. 1 .11 MANUFACTURER'S CERTIFICATES A. When specified in individual specification Sections, submit manufacturers' certificate to the Engineer for review. B. Indicate that the material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates maybe recent or previous test results on the material or product, but must be acceptable to Engineer. 1 .11 RECORD DRAWINGS A. Maintain on site, one set of the following record documents; record actual revisions to the Work: 1. Contract Drawings. 2. Specifications 3. Addenda. 4. Change Orders and Other Modifications to the Contract. 5. Reviewed Shop Drawings, Product Data, and Samples. B. A "Record Set of Drawings" shall show all field changes, as built elevations, service locations (size and type), crossing details of all existing utility lines, unusual conditions encountered during construction, the manufacturer and manufacturer's catalog number of equipment supplied, and all such other data as required to provide the Owner with an accurate "as constructed" set of Record Drawings. C. Record Documents and Shop drawings: Legibly mark each item to record actual construction including: 1 . Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 01300 - Page 12 of 13 H:\0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01300 DIVISION 1 - GENERAL REQUIREMENTS SUBMITTALS 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 3. Field changes of dimension and detail. 4. Details not on original Contract Drawings. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Contractor to furnish the "Record Set" to the Engineer at the completion of the project. F. Delete Engineer title block from all documents. G. Contractor's final payment estimate and final payment will not be processed until such time as the "Record Set" of drawings has been received and approved by the Engineer. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01300 01300 - Page 13 of 13 HA0417\035\docs\Specs\Div 1\SEC01300.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE PART 1 GENERAL 1.01 SECTION INCLUDES A. Related Sections B. Quality Assurance/Control of Installation C. Substitutions D. Inspections and Testing Laboratory Services E. Engineering Services, Materials and Control Testing 1 .02 RELATED SECTIONS A. Section 1300, SUBMITTALS, Submission of Manufacturers' Instructions and Certificates 1.03 REFERENCE STANDARDS A. Should specified reference standards conflict with the Contract Documents, request clarification from the Engineer before proceeding. B. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference in any reference document. 1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. B. Comply with all specified standards and requirements in this Project Manual as a minimum quality for the work. C. Obtain copy of and comply fully with manufacturers' instructions, including each step in installation or construction sequence. Should the manufacturers' instructions conflict with the Contract Documents, request a clarification from the Engineer before proceeding. D. Perform work using persons qualified to produce workmanship of specified quality. 01400— Page 1 of 8 H:\0417\035\dots\Specs\Div 1\SEC01400.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE 1.04 SUBSTITUTIONS A. Where the phrase "...or equal," "...or Engineer-approved equal," or similar wording is encountered in the Contract Documents, do not assume that the materials, equipment or methods will be accepted as equal unless the item has been specifically so approved for this work by the Engineer. B. Substitute or alternate manufacturers, fabricators, installers, materials and methods proposed by the Contractor shall in all ways equal or exceed the requirements of the Contract Documents, as determined by the Engineer. C. If unforeseen circumstances occur that cause the Contractor to change suppliers, materials or methods after the bid is submitted, the Engineer will record all time and materials used by the Engineer and the Engineer's consultants in evaluating the proposed substitutions. D. If the Contractor can demonstrate to the satisfaction of the Engineer that a specified material or method was ordered in a timely manner and will not be available in time to meet specified completion dates, the Contractor shall submit the required information on the proposed substitution to the Engineer for approval. However, the Contractor is ultimately responsible for meeting the specified completion dates, and is fully responsible for any delays caused by late deliveries of the required equipment, materials or personnel. 1.05 INSPECTION AND TESTING LABORATORY SERVICES A. The Owner shall appoint, employ, and pay for services of an Engineer to perform inspection and testing as specified hereafter. The Engineer will perform inspections, tests, and other services as specified in the Contract Documents. B. The Contractor shall notify the Engineer 24 hours prior to expected time for operations requiring services. C. The Contractor shall cooperate with the Engineer by furnishing the design mix and samples of materials, and by providing equipment, tools, storage and assistance as requested. D. The Contractor shall make arrangements with an independent firm and pay for additional samples and tests required for Contractor's use. E. Re-testing required because of non-conformance to specified requirements shall be performed by the Engineer. Payment for re-testing 01400— Page 2 of 8 H:\0417\035\docs\Specs\Div 1\SEC01400.doc 1/912006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE will be charged to the Contractor by deducting the inspection or testing charges from his Progress Payment. 1.06 ENGINEERING SERVICES, MATERIALS AND CONTROL TESTING A. The following documentation is required on all projects to be approved by the City of Bozeman Engineering Division: 1. Dates of acceptable tests of sanitary sewer, which shall include TV inspections by the City of Bozeman, cleaning, exfiltration by air or water, and manhole testing. These tests shall be conducted by the Contractor in the presence of the Engineer. The results shall be provided to the Engineer prior to acceptance of the sewer main. 2. Dates of acceptable tests for water mains, which shall include hydrostatic and leakage testing, bacteriological testing, and continuity testing. These tests shall be conducted by the Contractor in the presence of the Engineer. The results shall be provided to the Engineer prior to acceptance of the water main. 3. Elevations shall also be provided for the top of water main at 50' intervals. The Contractor shall cooperate with the Engineer to document these elevations, including providing the equipment necessary to shoot the elevations. The Engineer will have a representative on-site to record the data as the pipe is being installed. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure that adequate documentation is obtained. 4. Verification that all thrust blocking is installed in accordance with the approved plans and specifications. If mechanical restraints are used in lieu of thrust blocks, verification that the restrained length as installed meets or exceeds the manufacturer's recommendations shall be included. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure adequate documentation is obtained. 5. An accurate record of the location of all sanitary sewer service connections including the length and slope of all service lines and elevations at the end of the service line stub. The Contractor shall provide safe access to the Engineer for these inspections and cooperate with the Engineer to ensure adequate documentation is obtained. 01400— Page 3 of 8 H:\0417\035\docs\Specs\Div 1\SEC01400.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE 6. Theoretical maximum density, optimum moisture content, and sieve analysis for the sub-base course, crushed base course, pit run, and native backfill and subgrade material within the right-of way. The Contractor shall provide safe access to obtain samples of these materials and cooperate with the Engineer to ensure that adequate documentation is obtained. 7. Documentation of in-place field density test for trenches, roadways, and embankments at intervals of 50 feet. Tests for roadways shall be provided for subgrade, sub-base course and/or pit run, and crushed base course materials. The Engineer shall provide personnel and equipment for the testing. The Contractor shall provide safe access and cooperate with the Engineer to ensure adequate documentation is obtained. 8. Furnish one "field Marshall Test" per 2,000 tons of asphalt mixture placed to check for variations from the job-mix formula. 9. Furnish asphalt core samples for bituminous pavement in the public right-of-way. Four core samples shall be required for every 1000 tons of mixture placed, with a minimum of three samples for projects that use less than 1000 tons. The location of the core samples shall be determined on a random basis using a system of random numbers, so that each ton of material has the same probability of being selected. For random locations falling near the pavement joints, obtain the core as close to the location as possible without having any part of the core circumference coming closer than 12 inches to the pavement edge or joint. The Engineer may take additional core samples at locations where he/she has, based on observations of the paving process and/or the results of nuclear density tests, reasonable belief that the in-place material is unsatisfactory. The Engineer shall submit the sampling plan to the City Engineer upon completion of the paving, prior to taking cores. (An example for one method of determining random sample locations is included in the appendix of these Design Standards). The Engineer shall provide a certified laboratory report from the samples taken as to thickness and actual density. Testing laboratories shall meet the requirements of ASTM D3666 (Evaluating and Qualifying Agencies Testing and Inspecting Bituminous Paving Materials). The Engineer shall certify that the core holes have been patched with hot plant mix asphalt. This information shall be required for all public street extensions. 01400— Page 4 of 8 H:\0417\035\dots\SPecs\Div 1\SEC01400.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE 10. Furnish Portland cement concrete tests for concrete placed in the public right-of-way and concrete incorporated into public infrastructure improvements. One set of tests shall be required for every 50 cubic yards of concrete placed with a minimum of one set of tests per project. The concrete shall be sampled, specimens made, and compliance determined in accordance with the following: Sampling Fresh Concrete ASTM C-172 Slump ASTM C-143 or AASHTO T119 Air Content ASTM C-231 or C-173 or C-138 or AASHTO T152 Compressive Strength ASTM C-39 or AASHTO T22 Making and Curing Test ASTM C-31 or AASHTO T23 Specimens in the Field Sampling and testing shall be done by persons that are currently certified as ACI Concrete Field Testing Technicials, Grade 1. This information shall be required for all public street extensions. B. The following materials and control tests may be made by the Engineer to determine the Contractor's compliance with the specifications- 1. In-place density tests of subgrade, backfill, subbase, base and asphalt paving courses. 2. Gradation, liquid limit and plasticity index tests of subbase, base and surfacing aggregates. Tests of subbase and base course materials shall be made from material in-place. Tests of plant mix aggregates shall be made from samples obtained from the hot bins of the hot plant. Tests of concrete aggregates shall be made from samples obtained at the mixer site. 3. Stripping tests, volume swell tests, fracture tests, wear tests and soundness tests shall be made prior to or during the Contractor's crushing operations. 4. Concrete cylinder and beam test. 5. Marshall Field Stability tests and graded extractions of the hot plant mix asphalt concrete paving courses. 01400 — Page 5 of 8 H:\0417\035\docs\Specs\Div 1\SEC01400.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE 6. Periodic tests of the Contractor's production operations of aggregate may be made for the purpose of verifying the Contractor's control and testing of his aggregate production. Such testing does not relieve the Contractor of his responsibility to produce material that will meet specification requirements, and he will be required to make such additional tests at his expense as required to produce aggregate meeting the specification requirements. 7. Laboratory analysis of asphalt materials. The periodic tests made by the Engineer of the Contractor's production may serve as the basis for rejecting a stockpile as unacceptable. B. The following tests shall be made and paid for by the Contactor to determine the Contractor's compliance with the specifications: 1. Any tests the Contractor requires to control his crushing, screening or other construction operations. 2. Moisture-density curves, sieve analyses and plasticity index and any re-testing required if Contractor's supplied materials, sources or suppliers change. 3. Asphalt cement pavement and Portland Cement concrete mix designs. Recent (within 1 year) asphalt and concrete mix designs from representative sites that the Contractor has on file will be acceptable. 4. Pressure and leakage tests of pipelines and wastewater sewers including cleaning, flushing and T.V. inspection. 5. Equipment performance and/or functional tests. 6. Concrete water holding structure leakage tests. 7. Test failures. C. Acceptance and rejection of materials will generally be determined from tests made of the various courses complete and in-place in the field. While the Engineer may, during the course of construction, make tests at the source or point of production, it is the responsibility of the Contractor to conduct, control, and test his production operations in such a manner that the material produced will meet the specification requirements. 01400— Page 6 of 8 HA0417\035\docs\Specs\Div 1\SEC01400.doc 1/9/2006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE E. For all testing conducted by the Engineer or his assigns, the Contractor shall provide necessary trench safety protection measures, where applicable. Any Contractor's costs associated with any of this work shall be considered incidental to the work PART PRODUCTS (Not Used) PART 3 EXECUTION 3.01 MINIMUM TESTING REQUIREMENTS A. Minimum quality control testing requirements for this project are summarized below- 1. Leakage/Pressure Testing: All new pipes, Sanitary Sewer Manholes and watertight vaults or water holding structures. 2. Television Inspection: All new sanitary sewer main pipelines. 3. Subgrade Soil Compaction: At least one field density test for each 1000 square feet of subgrade prior to placing fill. 4. In-Place Soil Backfill Density Tests: At least one field test per each compacted backfill layer per 1,500 square feet of area. 5. Concrete Strength Cylinder Tests: As specified in Section 03300, CONCRETE. 6. One moisture-density curve for each type material used, as indicated by sieve analysis and plasticity index. 7. Field density and moisture test may be determined by current ASTM nuclear methods. 3.02 CLEANING DURING CONSTRUCTION A. During execution of work, clean site and public properties and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, roads, and public properties are maintained free from accumulations of waste materials. 01400— Page 7 of 8 H:\0417\035\docs\Specs\Div 1\SEC01400.doc 1/912006 SECTION 01400 CONTRACTOR QUALITY CONTROL DIVISION 1 — GENERAL REQUIREMENTS AND OWNER QUALITY ASSURANCE B. Wet-down dry materials and rubbish to prevent blowing dust. C. Provide approved containers for collection and disposal of waste material, debris, and rubbish. D. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from exposed and partially exposed surfaces. E. Repair, patch, and touch up marred surfaces to specified finish and to match adjacent surfaces. F. Vacuum clean interior building areas when ready to receive finish painting, and continue vacuum cleaning as needed until building is ready for substantial completion or occupancy. G. Vacuum clean all interior spaces, including inside cabinets. Broom clean paved surfaces and rake clean other surfaces of grounds. H. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. I. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. J. Use only cleaning materials recommended by manufacturer of surfaces to be cleaned. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 4 MEASUREMENT AND PAYMENT (Not Used) END OF SECTION 01400 01400— Page 8 of 8 H:\0417\035\docs\SPecs\Div 1\SEC01400.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities required during construction. B. Temporary construction facilities, including access roads, field offices, and storage facilities. C. Requirements for security and protection of facilities and property. D. Requirements for traffic regulation and access to the work. 1.02 RELATED WORK SPECIFIED UNDER OTHER SECTIONS A. See Section 01560, ENVIRONMENTAL QUALITY CONTROL for temporary controls for protection of the environment during construction. B. See Section 01570, CONSTRUCTION TRAFFIC CONTROL for any temporary traffic control needed. 1.03 MOBILIZATION A. Use area designated for Contractor's temporary facilities as shown as the staging area on Drawings. Arrange and pay for additional area if needed for construction operations, as acceptable to Owner, Engineer, and adjacent property owners. B. Notify Owner of obstructions not shown or not readily apparent by visual inspection of the staging area. If such obstructions adversely affect Contractor's operations, proper adjustment to Contract will be considered. Do not remove obstructions without Owner's prior consent. 1.04 TEMPORARY UTILITIES A. Costs After Substantial Completion: Upon acceptance of the work or a portion of the work defined and certified as substantially complete by Engineer, and Owner commences full-time successful operation of the facility or portion thereof, the Owner will bear the cost for utilities used for Owner's operation. B. Electric Power: 1 . Electric power for the Contractor's use may not be initially available at or near the project site or staging area. Determine the type and amount available and make arrangements for obtaining temporary 01500 - Pagel of 9 HA0417\035\docs\SPecs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS electric power service, metering equipment, and pay all costs for the electric power used during the Contract period, except as specifically provided for utilities used by the Owner on portions of the work designated in writing by the Engineer as substantially complete. 2. Temporary electric power installations shall meet construction safety requirements of OSHA, state, and other governing agencies. 3. Cost of electric power used in performance and acceptance testing shall be borne by Contractor. C. Heat: 1. Definitions: a. Heating required after enclosure of building is classified as "temporary heat." Building shall be considered as enclosed when it is roofed and is protected at doorways, windows, and other openings to provide reasonable heat retention. b. Heating required before buildings are enclosed is classified as "cold weather protection." 2. Use warm air heat from oil or gas-fired portable unit heaters suitably vented to outside as required for protection of health and property. If approved by Engineer, heaters emitting products of combustion within the heated space may be used. Open salamander type heaters will not be permitted. 3. Parts of buildings or products that become damaged because of insufficient or excessive heat shall be repaired or replaced to original condition at no additional cost to the Owner. 4. Except as otherwise specified, maintain temperatures in all parts of new buildings above 50 degrees F and no higher than 75 degrees F during the heating season. 5. Upon acceptance or occupancy of building by Owner, Contractor's responsibility for temporary heating shall terminate for that building. 6. If permanent system is used for temporary ventilation, provide temporary throwaway filters. 7. If permanent natural gas piping is used for temporary heating units, do not modify or reroute gas piping without approval of gas company 01500 - Page 2 of 9 H:\0417\035\docs\Specs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS and Engineer. Provide separate gas metering as required by gas company. D. Water: 1. The Contractor shall provide an adequate supply of water of a quality suitable for all domestic and construction purposes, except that the Owner's raw water system, adequately screened, may be used for supplying water for pipelines and water holding structure's leakage tests. For these tests, all coordination with the Owner, temporary connections, temporary pipelines, and other similar items shall be the responsibility of the Contractor. 2. All drinking water on the site during construction shall be furnished by the Contractor and shall be bottled water or water furnished in approved metal or plastic dispensers. Notices shall be posted conspicuously throughout the site warning the Contractor's, Owner's, Engineer's, and other personnel that piped water may be contaminated. 3. The Contractor shall not make connection to, or draw water from any fire hydrant or pipeline without first obtaining permission of the authority having jurisdiction over the use of said fire hydrant or pipeline and from the agency owning the, affected water system. For each such connection made, the Contractor shall first attach to the fire hydrant or pipeline a valve, a backflow preventer, and a meter, if required by the said authority, of a size and type acceptable to said authority and agency. 4. The Contractor is alerted that a water use permit system is in effect in Montana for temporary water uses for construction purposes. The Montana Water Use Act is codified in Chapters 2 and 15 of Title 85, MCA. The regulations pursuant to the Act are found in Chapters 12 and 14 of Title 36, ARM. A Permit to Appropriate Water must be applied for and received before construction of diversion work begins or water is diverted from any surface water source. Developments of ground water with an anticipated use of more than 35 gallons per minute or 10 acre-feet require a Permit to Appropriate Water before any development begins or water is used. In the case of construction projects, a TEMPORARY PERMIT may be requested if the use of water is intended for only a limited period of time. An application for a Temporary Permit is processed according to the same procedures as for a provisional permit. The Temporary Permit has an expiration date based on the period requested and will automatically expire on that date. No Certificate of Water Right is issued on a Temporary Permit. 01500 - Page 3 of 9 HA0417\035\docs\Specs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS 5. The site shall be graded to drain. Excavations shall be maintained free of water. Provide, maintain, and operate groundwater pumping equipment. Contractor shall make provisions for disposal of groundwater compatible with adjacent property owners and federal, state, and local agencies. 6. Before final acceptance of the work on the project, all temporary connections and piping installed by the Contractor shall be entirely removed and all affected improvements shall be restored to their original condition, or better, to the satisfaction of the Engineer and to the agency owning the affected utility. 7. Fire Protection: The construction plant and all other parts of the work shall be connected with the Contractor's water supply system and shall be adequately protected against damage by fire. Hose connections and hose, water casks, chemical equipment, or other sufficient means shall be provided for fighting fires in the temporary structures and other portions of the work, and responsible persons shall be designated and instructed in the operation of such fire apparatus so as to prevent or minimize the hazard of fire. The Contractor's fire protection program shall conform to the requirements of Subpart F of the OSHA Standards for Construction. E. Sewage: 1. Provide and maintain sanitary facilities for Contractor's employees and subcontractors' employees that comply with regulations of local and state health departments. Provide chemical toilets of suitable types and maintain them in a sanitary condition at all times, conforming to code requirements and acceptable to the health authorities. They shall be watertight construction so that no contamination of the area can result from their use. Make arrangements for frequent emptying of toilets. Upon completion of the work, remove toilets and restore area to original condition. F. Telephone: 1. Arrange for onsite telephone service for Contractor's use during construction. Costs of installation and monthly bills for Contractor's telephone services shall be borne by the Contractor. PART 2 PRODUCTS (Not Used) 01500 - Page 4 of 9 HA0417\035\docs\SPecs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS PART 3 EXECUTION 3.01 TEMPORARY CONSTRUCTION A. Access Roads and Parking: 1. Construct temporary construction access roads and detours as necessary to execute the work and as approved by the Owner and Engineer. Maintain in good condition until no longer needed, then remove the temporary roads, revegetate the disturbance or otherwise leave the disturbed area in a preconstruction condition satisfactory to the Owner and Engineer. 2. Use area designated as staging area on Drawings or other area as designated by the Owner for parking of Contractor's employees vehicles. B. Storage Yards and Buildings: 1. Construct temporary storage yards for the storage of products that are not subject to damage by weather conditions. Materials such as pipe, and reinforcing and structural steel shall be stored on pallets or racks, off the ground, and in a manner to allow ready access for inspection and inventory. Temporary gravel surfacing of storage yards must be approved by the Owner and Engineer. 2. Erect or provide temporary storage buildings of various sizes needed to protect mechanical and electrical equipment and other materials, as recommended by manufacturers of such equipment and materials: a. Provide environmental control systems that meet recommendations of manufacturers of equipment and materials stored in the buildings. b. Buildings shall be of sufficient size. C. Arrange or partition buildings to provide security for their contents and ready access for inspection and inventory. d. At or near completion of the work, temporary storage buildings shall be dismantled, removed from the site, and remain the property of the Contractor. 3. Store combustible materials (paints, solvents, fuels, etc.) in a well- ventilated building remote from other buildings. 01500 - Page 5 of 9 HA0417\035\docs\Specs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS C. Fencing and Barricades: 1. Security Fence: a. If desired by the Contractor, erect a temporary (or permanent, if applicable) security fence with gates and locks around the construction and/or staging area site, located and as approved by Owner and Engineer. b. Where existing or new permanent fencing is used for security fence, restore to original or specified condition at completion of the work. 2. Barricades: Provide barricades as necessary to prevent unauthorized entry to construction areas, both inside and outside of fenced area. Also provide barricades to protect existing facilities and adjacent properties from potential damage. Locate barriers to enable access by facility operators and property owners. D. Engineer's Field Office- 1. The Contractor is not required to provide an Engineer's field office for this project. 3.02 SAFETY AND PROTECTION A. Examination of Existing Facilities: 1. After the Contract is awarded, before the commencement of work, at the Contractor's request, Contractor and Engineer shall make a thorough examination of all existing buildings, structures, and other improvements in the vicinity of the work and for which permission for entry has been granted, as applicable, which might be damaged by construction operations. 2. Records in triplicate of all observations shall be prepared by the Contractor and each copy of every document shall be signed by the authorized representative of the Owner and of the Contractor. 3. Photographs, as requested by the Owner, shall be made by the Contractor and signed in the manner specified above. One signed copy of every document and photograph will be kept on file in the office of the Engineer. 4. These records and photographs are intended for use as indisputable evidence in ascertaining whether and to what extent damage occurred 01500 - Page 6 of 9 HA0417\035\docs\Specs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS as a result of the Contractor's operations, and are for the protection of the adjacent property owners, the Contractor, and the Owner. B. Safety Requirements- 1. Contractor shall do whatever work is necessary for safety and be solely and completely responsible for conditions of the jobsite, including safety of all persons (including employees) and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours. 2. Safety provisions shall conform to Federal and State Departments of Labor Occupational Safety and Health Act (OSHA), and other applicable federal state, county, and local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other parts of these Contract Documents. Where these are in conflict, the more stringent requirement shall be followed. Contractor shall become thoroughly familiar with governing safety provisions and shall comply with the obligations set forth therein. 3. Contractor shall develop and maintain forthe duration of the Contract, a safety program that will effectively .incorporate and implement required safety provisions. Contractor shall appoint a qualified employee who is authorized to enforce compliance with the safety program. 4. Engineer's duty to conduct construction review of the Contractor's performance is not intended to include a review or approval of the adequacy of Contractor's safety supervisor, safety program, or safety measures. 5. Contractor shall do all work necessary to protect the general public from hazards, including, but not limited to, surface irregularities or unramped grade changes in pedestrian sidewalk or walkway, and trenches or excavations in roadway. 6. Barricades, lanterns, and proper signs shall be furnished in sufficient amount to safeguard the public and the work. 7. As part of safety program, Contractor shall maintain at its office or other well-known place at the jobsite, safety equipment applicable to the work as prescribed by the governing safety authorities, and articles necessary for giving first-aid to the injured. Establish procedures for the immediate removal to a hospital or a doctor's care of person who may be injured on the jobsite. 01500 - Page 7 of 9 H:\0417\035\docs\SPecs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS 8. Construct and maintain satisfactory and substantial temporary chain link fencing, solid fencing, railing, barricades or steelplates, as applicable, at all openings, obstructions, or other hazards in highways, roads, streets, sidewalks, floors, roofs, and walkways. Such barriers shall have adequate warning lights as necessary or required for safety. 9. If death or serious injuries or damages are caused, the accident shall be reported immediately by telephone or messenger to the Engineer and Owner. In addition, Contractor shall promptly report in writing all accidents whatsoever arising out of, or in connection with, the performance of the work whether on or adjacent to the site, giving full details and statements of witnesses. 10. If claim is made by anyone against Contractor or any subcontractor on account of accident, Contractor shall promptly report the facts in writing, giving full details of the claim. C. Fire Prevention: Perform all work in a fire safe manner. Furnish and maintain on the site adequate fire fighting equipment capable of extinguishing incipient fire. Comply with applicable federal, local, and state fire prevention regulations. Where these regulations do not apply, follow applicable parts of the National Fire Prevention Standard of Safeguarding Building Construction Operations (NFPA No. 241). D. Use of Explosives: No blasting or use of explosives will be allowed on the jobsite. E. Protection of Work and Property: 1. General: a. Contractor shall employ such means and methods necessary to adequately protect public property and property of the Owner against damage. In the event of damage to such property, immediately restore the property to a condition equal to its original condition and to the satisfaction of the Engineer and the owner of said property, and bear all costs therefore. b. Protect stored materials, cultivated trees and crops, and other items located adjacent to the proposed work. Notify Owner and property owners affected by the construction at least 48 hours in advance of beginning of construction in different areas. 01500 - Page 8 of 9 HA0417\035\docs\Specs\Div 1\SEC01500.doc 1/9/2006 SECTION 01500 CONSTRUCTION FACILITIES DIVISION 1 - GENERAL REQUIREMENTS AND TEMPORARY CONTROLS 2. Finished Construction: a. Contractor shall assume the responsibility for protection of finished construction and shall repair and restore any and all damage to finished work to its original or better condition. b. Prevent wheeling of loads over finished floors, either with or without plank protection, except in rubber-tired wheelbarrows, buggies, or dollies. Protect finished floors and concrete floors exposed as well as those covered with composition tile or other applied surfacing. C. At such time temporary facilities and utilities are no longer required for the work, notify Engineer of intent and schedule for their removal. Remove temporary facilities and utilities from the site as Contractor's property and leave the site in such condition as specified, as shown on the Drawings or as directed by the Owner or Engineer. d. In unfinished areas, leave the site evenly graded, seeded, or planted as necessary, in a condition that will restore original drainage, and with an appearance equal to or better than original. e. Site Cleanup: Upon completion of the work, the Contractor shall remove all traces of temporary facilities, including office and storage facilities, stockpiles, equipment, construction debris, unused materials and scrap materials. The site shall be restored by re-grading and re-vegetating disturbed areas to resemble their original condition. If an agreement is reached with the Owner, surplus/leftover materials may be left on site for the Owner's future use. Site cleanup shall be performed as an incidental to the performance of the work and the Unit Prices on the Bid Sheet. END OF SECTION 01500 01500 - Page 9 of 9 H:\0417\035\docs\SPecs\Div 1\SEC01500.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL PART 1 GENERAL 1.01 SECTION INCLUDES A. General Provisions B. Erosion and Sediment Control Measures and Works C. Water Pollution Control D. Storm Water Discharge Permit E. Chemical Pollution F. Dust Abatement G. Noise Pollution H. Preservation of Historical and Archeological Data I. Waste Material Disposal J. Maintenance, Removal and restoration 1.02 RELATED SECTIONS A. Section 01010, SUMMARY OF WORK: Groundwater Consideration and Soil Considerations. 1.03 WORK INCLUDED A. The work shall consist of installing measures or performing work to control and protect the environmental quality of the project site and to minimize the pollution of the water and air during the construction operations in accordance with these specifications. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 GENERAL PROVISIONS A. The Contractor in executing the work shall maintain affected areas within and outside project boundaries free from environmental pollution that would be in violation of federal, state, or local regulations. B. Do not impair operation of existing systems. Prevent construction material, pavement, concrete, earth, volatile and corrosive wastes, and other debris from entering sewers, pump stations, or other structures. Maintain original site drainage wherever possible. 01560 - Page 1 of 9 H:\0417\035\docs\Specs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 3.02 EROSION AND SEDIMENT CONTROL MEASURES AND WORKS A. The Contractor shall conduct his work in accordance with the requirements of the Montana Department of Environmental Quality(MDEQ), Storm Water Program requirements discussed in Article 3.04 herein. B. Control of Earthwork Activities.- 1. The excavation and moving of soil materials shall be scheduled so that the smallest possible areas will be unprotected from erosion for the shortest time practical. 2. Excavated materials or other construction materials shall not be stockpiled or deposited near or on stream banks, lake shorelines, or other watercourse perimeters where they can be washed away by high water or storm runoff or can in any way encroach upon the actual watercourse itself. 3. All areas disturbed or newly created by the construction activity, shall be seeded with vegetation both in kind and in quantity(this will include both herbaceous and woody species)that are indigenous to the area for protection against subsequent erosion and to minimize adverse impacts to fish and wildlife resources. This may require maintenance such as reseeding, watering, implementation of grazing restrictions, fencing, etc., to ensure the survival of the replacement vegetation. C. Seeding: Seeding to protect disturbed areas shall be used as specified in the Contract Documents and/or in Section 02910, SEEDING, and Section 02920, HYDRAULIC SEEDING. D. Mulching: Mulching shall be used to provide temporary protection to soil surfaces from erosion. E. Vegetation Conservation: Except where clearing is required for the permanent works, approved construction roads, or excavation operations, all trees, native shrubbery, grass lawn, and vegetation shall be preserved and shall be protected from damage by the construction operations and equipment. The Contractor shall move equipment on access routes within the right-of-way in a manner which will prevent damage to lawns, crops, range land, or property. F. Diversions: 1. Diversions shall be used to divert water away from work areas and/or to collect runoff from work areas for water quality treatment and safe discharge. 01560 - Page 2 of 9 HA0417\035\docs\Specs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 2. Diversions or channel changes required by the Contractor to complete the work shall be completed in a manner to minimize erosion and to leave the stream course essentially unchanged. 3. The Contractor shall remove all diversions, culverts, bridges and other temporary work following completion of the work and shall restore the area disturbed to essentially the same configuration as it was prior to construction or to the final lines and grades as shown on the Contract Documents. G. Sediment Basins: Sediment basins shall be used to settle and filter out sediment from eroding areas, and to protect properties and streams below the construction areas. 3.03 WATER POLLUTION CONTROL A. The Contractor's construction activities shall be performed by methods that will prevent the entrance, or accidental spillage, of solid matter, contaminants, debris, and other objectionable pollutants and wastes into streams, flowing or dry watercourses, lakes, and underground water sources. Such pollutants and wastes shall include, but are not restricted to, refuse, garbage, cement concrete, sanitary waste, industrial waste, radioactive substances, oil and other petroleum products, aggregate processing tailings, mineral salts, and thermal pollution. B. Compliance with Applicable Laws and Regulations: 1. The Contractor shall comply with all applicable Federal, State and local laws, orders, and regulations concerning the control and abatement of water pollution. 2. The Contractor shall conduct his work in Waters of the U.S. (i.e., wetlands and waterways) in compliance with the terms and provisions of the SPA 124 — Montana Stream Protection Permit and 404 — Federal Clean Water Act Permit, which will be provided by the Owner. 3. Prior to the discharge of any wastewater or other pollutants, or any dredged or fill materials into Waters of the U.S., the Contractor shall obtain the proper permits (in addition to the existing Section 404 permit) and provide a copy of each to the Engineer. C. Other Provisions: 1. All construction debris shall be disposed of on land in such a manner that it cannot enter a waterway or wetland. 01560 - Page 3 of 9 HA0417\035\docs\Specs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 2. Equipment for handling and conveying materials during construction shall be operated to prevent dumping or spilling the materials into the water except as approved herein. 3. During construction and subsequent operation of this facility, no petroleum products, chemicals, or other deleterious materials shall be allowed to enter or be disposed of in such a manner so that they could enter the water and precautions shall be taken to prevent entry of these materials into the water. D. Dewatering Procedures: 1 . The Contractor shall construct, maintain, and operate cofferdams, channels, flume drains, sumps, pumps, or other temporary diversion and protection works. Furnish materials required, install, maintain, and operate necessary pumping and other equipment for the environmentally-safe removal and disposal of water from the various parts of the work. Maintain the foundations and parts of the work free from water. 2. Where an excavation extends below the water table, dewater in a manner that will prevent loss of fines from the foundation. Maintain stability of slopes and bottom of the excavations, and perform construction operations in the dry. Use screened wells or equivalent methods for dewatering. Control seepage along the bottom of excavations, which may require ditches and pipe drains leading to sumps from which the water shall be pumped and properly discharged. 3. Refer to Section 01010, SUMMARY OF WORK: Groundwater Consideration for additional information and requirements. E. Construction Dewatering Permit: 1. The Contractor shall be responsible for all construction dewatering. The method of dewatering selected by the Contractor will determine the necessity for a construction dewatering permit. If the Contractor elects to discharge the water in to an existing storm sewer system or into a stream, drainage, creek, or any State Waters, the Contractor shall be required to first obtain, as necessary, the following permits from the Montana Department of Environmental Quality (MDEQ) office in Helena. a. Short Term Water Quality Standard for Turbidity Related to Construction Activity (318) Permit and Montana Pollution 01560 - Page 4 of 9 HA0417\035\docs\Specs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL Discharge Elimination System Permit (Short Form C) for construction dewatering discharge. A copy of the permit applications is located in Appendix C. 2. Dewatering flows discharged to the irrigation ditch, for which the Contractor would need to secure written permission from the ditch owner, may not require the above-mentioned MDEQ permits. 3. The requirements of this item for the activities of construction dewatering are to be distinguished as being separate from the requirements necessary when there is an encounter of chemical or hydrocarbon contaminants in the groundwater. 4. A copy of the Contractor's discharge permits or ditch owner's written permission to discharge to their irrigation ditch, as applicable, shall be provided to the Engineer before work begins. 5. All costs of dewatering, including the procurement of the permits required, measures to handle the discharge, testing, and all related work of cleanup, restoration, etc. shall be included in the cost for pipe installation. The Contractor shall be responsible for contacting the MDEQ to verify the discharge limitations and other costs associated with the permit, for bidding purposes. E. Floodplain Permit. 1. No Floodplain Permits are anticipated to be required for this project. 3.04 STORM WATER DISCHARGE PERMIT A. The Contractor shall apply to MDEQ for a storm water discharge permit. A Notice of Intent (NOI) Form, Storm Water Pollution Prevention Plan (SWPPP), and Notice of Termination (NOT) have been provided in Appendix B of the project bid documents. The Contractor shall complete the NOI form and SWPPP as Operator 1 (the sole permittee), and shall be fully responsible for paying all fees, including any renewal fees, and meeting all applicable requirements of the NOI, the SWPPP, and the General Permit. B. The Contractor shall provide the Engineer with copies of the completed application and the Receipt Confirmation Letterfrom MDEQ, priorto initiating any ground disturbance or earthmoving activities. The cost associated with this work shall be incidental to the other project work. C. The Contractor shall complete and submit the Notice of Termination (NOT) form to MDEQ in compliance with the provisions of the General Permit and shall provide copies of said NOI to the Engineer. 01560 - Page 5 of 9 H:\0417\035\docs\Specs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 3.05 CHEMICAL POLLUTION A. The Contractor shall provide tanks or barrels to be used to dispose of chemical pollutants produced as a by-product of the project work such as drained lubricating or transmission oils, greases, soaps, asphalt, etc. At the completion of the construction work, storage tanks or barrels shall be removed from the site and properly disposed of. B. Sanitary facilities such as chemical toilets or septic tanks shall not be placed adjacent to live streams, wells, or springs. They shall be located at a distance of 200 feet or as required to prevent contamination of any well or water course. C. The term pesticide as used in these Specifications shall include all herbicides, insecticides, fungicides, and rodenticides. Should the Contractor find it necessary to use pesticides in the areas of work underthis contract, he shall submit his plan for such use to the Engineer for written approval. The Contractor shall not proceed prior to approval by the Engineer. D. Pesticides used shall only be those registered with the Environmental Protection Agency in compliance with the Federal Environmental Pesticide Control Act of 1972 and other Federal pesticide acts. Pesticides names on the Department of the Interior's "Prohibited List" shall not be used. 3.06 AIR POLLUTION A. The Contractor shall comply with applicable Federal, State, and local regulations concerning the prevention and control of air pollution and the burning of brush, slash or other materials. Burning is not permitted at the project site or on any City property. In no case shall unapproved materials, such as tires, plastics, rubber products, asphalt products, or other materials that create heavy black smoke or nuisance odors, be burned. Trash burning will not be permitted and smoke of any kind shall be minimized. B. Fire prevention measures shall be taken to prevent the start orthe spreading of fires resulting from the project work. C. In the conduct of construction activities and operation of equipment, the Contractor shall utilize such practicable methods and devices as are reasonably available to control, prevent, and otherwise minimize atmospheric emissions or discharges of air contaminates. D. Equipment and vehicles that show excessive emissions of exhaust gases shall not be operated until corrective repairs or adjustments are made. 01560- Page 6 of 9 H:\0417\035\docs\SPecs\Div 1\SEC01560.doc 1/9/2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 3.07 DUST ABATEMENT A. All public access or haul roads used during construction of the project shall be sprinkled with water as required to fully suppress dust. The Contractor shall prevent dust which has originated from his operation from damaging lawns, crops, cultivated fields, rangeland, trees, businesses, and dwellings, or causing a nuisance. The Contractor shall be held liable for any damage resulting from dust originating from his operations under these Contract Documents. 3.08 NOISE POLLUTION A. The Contractor shall comply with applicable Federal, State, and local laws, orders, and regulations concerning the prevention, control, and abatement of excessive noise. B. The use of jackhammers, pile driving, or combustion engine driven dewatering pumps or generators, or other operations producing high-intensity noise may not be performed at night unless the Contractor receives prior approval of the Owner and nearby property owners. 3.09 PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA A. Federal legislation provides for the protection, preservation, and collection of scientific, prehistorical, historical, paleontological, and archeological data (including relics and specimens) which might otherwise be lost due to alteration of the terrain as a result of any Federal construction project. B. The Contractor agrees that, should he or any of his employees in the performance of this contract discover evidence of possible scientific, prehistorical, historical, paleontological, or archeological data, he will cease work and notify the Owner or Engineer immediately giving the location and nature of the finding. Written confirmation shall be forwarded immediately. The Contractor shall exercise care so as not to damage artifacts or fossils uncovered during excavation operations and shall provide the cooperation and assistance necessary to preserve the findings for removal. C. Where appropriate by reason of a discovery, the Engineer may order delays in the time of performance, or changes in the work, or both. If such delays, or changes, or both, are ordered, the time of performance and contract price shall be adjusted in accordance with the applicable clauses in the General Conditions. D. The Contractor agrees to include the above provision in all subcontracts which involve the performance of work on the project site. 01560 - Page 7 of 9 H:\0417\035\docs\Specs\Div 1\SEC01560.doc January 9,2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL 3.10 WASTE MATERIAL DISPOSAL A. Excess excavated material not required or suitable for backfill, and other waste material, including Asbestos materials, must be disposed of in licensed landfills or at other sites for which local, county, or state approval is obtained. B. Unacceptable disposal sites include, but are not limited to, sites within a Waters of the U.S. (i.e., wetlands and waterways)or critical habitat and sites where disposal will have a detrimental effect on surface water or groundwater quality. C. Contractor may make his own arrangements for disposal subject to submission of proof that the owner(s) of the proposed site(s) has a valid fill permit issued by the appropriate governmental agency. D. Maintain areas covered by the Contract and affected public properties free from accumulations of waste, debris, and rubbish caused by construction operations. Remove excavated materials from the site, or stockpile where shown or directed by Owner or Engineer. E. Cleaning and disposal shall comply with local ordinances and pollution control laws. Do not burn or bury rubbish or waste materials on the project site. Do not dispose of volatile wastes such as mineral spirits, oil, chemicals, or paint thinner on-site or in storm or sanitary drains. Disposal of wastes into streams or waterways is prohibited. Provide acceptable containers for collection and disposal of waste materials, debris, and rubbish. F. The Contractor is advised that asbestos cement (AC) pipe will be present in the project site. The project requires the Contractor to disturb the AC pipe in various places and ways that may result in the release of airborne asbestos fibers. See Section 00910, SPECIAL PROVISIONS regarding requirements regarding required permitting and the handling and disposal of asbestos cement (AC) pipe. 3.11 MAINTENANCE, REMOVAL AND RESTORATION A. The Contractor shall, at all times, keep the construction area, including storage areas used by him, free from accumulations of waste materials and rubbish. 01560 - Page 8 of 9 H:\0417\035\docs\Specs\Div 1\SEC01560.doc January 9,2006 SECTION 01560 ENVIRONMENTAL DIVISION 1 - GENERAL REQUIREMENTS QUALITY CONTROL B. Waste materials including, but not restricted to, refuse garbage, sanitary wastes, industrial wastes, and oil and other petroleum products, shall be disposed of by the Contractor. Materials must be disposed of by acceptable means such as an approved solid waste facility. It shall be the responsibility of the Contractor to make any necessary arrangements pertinent to the locations and regulations of such disposal. Any fees or charges required to be paid for disposal of materials shall be paid by the Contractor. C. Disposal of construction debris shall meet the requirements of the Montana Solid Waste Management Act (MCA-75-10-201 et seq.). The regulations pursuant to the Act are in ARM 16.14.501 et seq. and are referred to as the Montana Refuse Disposal Regulations. The statute and regulations are administered and enforced by the Montana Department of Environmental Quality. END OF SECTION 01560 01560 - Page 9 of 9 HA0417\035\docs\Specs\Div 1\SEC01560.doc January 9,2006 SECTION 01570 DIVISION 1 — GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL PART GENERAL 1.01 SECTION INCLUDES A. MPWSS Reference B. General 1.02 MPWSS Reference Except as noted in this section, Section 01570 of the publication titled "Montana Public Works Standard Specifications, 5th Edition", and any errata or addendum there to, shall be made a part of this Section by reference. 1.03 GENERAL A. Traffic control is extremely important on this project and traffic route plans are included which are to be incorporated during construction. These traffic route patterns and signing requirements included in these traffic route plans must be closely adhered to by the Contractor. Failure to comply will result in the issuing of an order to suspend work that will remain in effect until the signing is in accordance with the plans. B. When working within or adjacent to a public roadway, or any other location deemed necessary, the Contractor shall establish work zones in compliance with the City of Bozeman Standard Drawings, No. 01570-1, 01570-2, 01570- 3, 01570-4, 01570-5, or 01570-6, or as otherwise outlined and detailed at the end of this section. These traffic route patterns and signing requirements included in these traffic route plans must be closely adhered to by the Contractor. Failure to comply will result in the issuing of an order to suspend work that will remain in effect until the signing is in accordance with the plans. C. The attached details and traffic control plans establish the minimum traffic control requirements for this project. If during the course of work, additional signing is deemed necessary by the Owner, Engineer, or Contractor, these signs shall be installed where needed. If the additional signing results in extra expenses, then this shall be compensated as a Change Order to the contract and shall be executed in accordance with all references and requirements herein. The Contractor shall anticipate the possible addition of one to five single signs in the bid as incidental to the bid item and said additional signs shall not constitute a change order item. D. The Contractor shall submit traffic control plans to the City of Bozeman or the Montana Department of Transportation (MDT), as jurisdictionally 01570—Page 1 of 5 H:\0417\035\d0cS\SpecS\Div 1\SEC01570.doc 1/9/2006 SECTION 01570 DIVISION 1 - GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL appropriate, for approval prior to any road closure or work within public rights-of-way. Additionally, for each road closure that interrupts the traffic, the Contractor shall submit a news media release for review within the time requirements to be specified by the City. The Contractor shall then take measures for publicizing the road closure through the Bozeman Daily Chronicle as well as making contact with the public services and other news media as follows: Fire Department ....................................582-2359 Police Department..................................582-2000 Gallatin County Sheriff.............................582-2125 911 Emergency Services..........................582-2092 Montana Department of Transportation.......556-4700 American Medical Response (Ambulance)...586-0037 School District#7 (Bus Services)...............522-6000 Bozeman Daily Chronicle..........................587-4491 City Bozeman Engineering Department.......582-2280 Montana Department of Transportation.......556-4700 Additionally the Contractor shall provide road closure and work zone location updates on a weekly basis to each of the above. Updates shall be hand delivered or faxed not later than 10:00 a.m. on Monday morning for the duration of the project, or until written permission from the Engineer is provided stating that the updates are no longer necessary. PART 2 PRODUCTS 2.01 Traffic Control Devices A. Use traffic control devices meeting the "Manual of Uniform Traffic Control Devices" and the "Traffic Control Devices Handbook" requirements, available from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20492. B. Assure all signs and barricades are reflectorized. Assure all nighttime traffic control devices meet MUTCD lighting requirements. C. Assure all traffic control devices are clean, legible, reflective for night-time use, and operable. 01570— Page 2 of 5 H:1041710351docs\Specs\Div 11SEC01570.doc 1/912006 SECTION 01570 DIVISION 1 — GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL PART 3 EXECUTION 3.01 SPECIFIC TRAFFIC CONSIDERATIONS A. Emergency Vehicle Access: The Contractor shall provide access for emergency vehicles at all times during construction. B. Local Vehicle Access: Local vehicles shall have access at all times during construction with the Contractor coordinating efforts with the residents. In those situations where direct local access may not be immediately available due to construction activity, alternate access shall be provided to local traffic by the Contractor. Any extra cost incurred providing this access will be the responsibility of the Contractor to reflect in his bid the cost associated with the access effort. Residential Access: The Contractor shall provide written notice to inform the property owners that local access will be affected and how it will be provided. This notice shall be made at least 48 hours in advance of closure. At a minimum, where no other access is readily available, such as with adjacent streets or alleys, a temporary access must be made possible. Every effort shall be made by the Contractor so that property owners shall have access to their properties at all times during construction with the Contractor coordinating with the residents. In those situations where direct local access may not be immediately available due to construction activity, alternate access, be it rerouting through adjacent streets or alleys or the construction of a temporary access shall be provided by the Contractor. Any extra cost incurred providing this access will be the responsibility of the Contractor to reflect in his bid the cost associated with the access effort. Pedestrian Traffic: The Contractor shall perform his construction activities and provide adequate provisions for the safety of pedestrian traffic at the various construction sites. C. The Contractor shall accommodate all business interests for access, and working arrangements during construction. As part of the traffic control for the project, the Contractor shall supply additional signs for information regarding business access. A total of 5 signs shall be provided. These signs shall read "Business Access", and shall have a directional arrow. Placement shall be as directed by the Engineer, and relocation within the project shall be incidental to the work. Commercial Properties: During construction, traffic access shall be maintained continuously to all commercial properties throughout construction. 01570 —Page 3 of 5 H:\0417\035\docs\Specs\Div 1\SEC01570.doc 1/9/2006 SECTION 01570 DIVISION 1 — GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL 3.02 TRAFFIC CONTROL PLANS A. Repositioning and/or replacement of construction traffic control devices will be made as soon as possible whenever an accident, vandalism or other events cause traffic control devices to become ineffective. B. Existing traffic control devices in conflict with construction traffic control provisions shall be covered or temporarily removed to prevent traffic control conflicts, and shall be uncovered or reinstalled immediately upon completion of work in the work zone and removal of work zone signage. C. Mounting of signs will not be permitted on any existing traffic control installations. D. All traffic control devices shall be in position according to plan prior to positioning workers or equipment on the traveled way. If required traffic controls are not in position, the Contractor shall not be allowed to commence work on the project and time will be allowed to start or continue to accumulate against the construction contract time. D. Contractor shall inspect the traffic control signing at least twice daily and immediately correct, reposition, repair and/or replace any construction traffic control devices deficiencies. F. Inspection of the control devices may be made periodically by the Project Engineer. The Contractor will be notified of any non-compliance, and if not corrected, the Owner shall have the right to suspend work on that project if not in compliance. Contract time will continue to be charged in accordance with the Contract General Conditions. G. The reuse of signs, barricades, cones, flashers and other items which have previously been used is permitted providing such reused items are clean, with no damage to panel or surface. H. Signs shall be on either portable sign supports or typical U-post installation as directed by the Engineer. Luminaire standards may be used as sign supports where the location is suitable. No signs or other devices shall be placed outside the street right-of-way. I. Flashers will be used on all Type II and III barricades used for night-time traffic control. DA steady light source will be used when a series of lights are used on a tangent section. J. Remove and store all unnecessary control devices away from view of traffic. 01570—Page 4 of 5 H:\0417\035\docs\Specs\Div 1\SEC01570.doc 1/9/2006 SECTION 01570 DIVISION 1 — GENERAL REQUIREMENTS CONSTRUCTION TRAFFIC CONTROL 3.03 FLAGGING Furnish competent and properly equipped flagpersons as described in the booklet "Instructions for Flagpersons" furnished by the Montana Department of Transportation, if necessary. PART 4 MEASUREMENT AND PAYMENT Not Used END OF SECTION 01570 01570— Page 5 of 5 H:\0417\035\docs\Specs\Div 1\SEC01570.doc 1/9/2006 'SEE'MONTANA DEPARTMENT OF HIGHWAYS STANDARD DRAWING 210 FOR ALTERNATE DESIGN OF TYPE n BARRICADE 1'A3'CLEATS _I I_ 2 STEADY COMMERCIAL TYPE LIGHT OR WRIGAOE OR FLASHER FLASHER SHOWN 2'A70' OR FLA4NER I• • 2'.a' CLEATSX TS .0:1 BEVEL.TOP—I6'�--�6'— a5� nSS BRACES 2'.A'LEGS i•� END VIEW FRONT VIEW END VIEW FRONT VIEW sANOBAc TYPE 6(1)—R TYPE 6(11)—R a'-B' i'_g' STEADY LIGHT OR FLASHER SEE PLANS NOTCH POST FOR FOR SKINS 1'.6'BRACE REOUIRED 2Xe CENTER BARRICADE SHALL ( RIGHT np) 1'.6'BRACEHAVE LEFT STRIPES FROMDi THE CENTER OF ROADWAY. 1-10' J, G O. a'.A'POSTS 2XS OR (TYP) SKIDS FRONT VIEW FRONT VIE BOO— W END VIEW B(III)—R w/SIGN RN DOIFFN_WITH A MINIWM OF 4-5/6 An 16 PINS OR SANDBAGS TO STABILIZE THE BARRICADE, PART OF INSTALLATION TYPE B(I11) BARRICADES TYPICAL BARRICADES Ie• I/a'NYLON CORD 3-0' YIN. ,'TO e' _ --(I 3 1/2_ MIN. RERECTrvE REFLECTORIZED ORANGE WHITE STRIPES FLOURESCENT ORANGE 2 YIN.o NOTE: DAMAGED OR FADED REFLECTORIZED WHITE FLEXIBLE FIOURESCENT ORANGE GUIDE POST SHALL NOT FLOURESCENT ORANGE 5 FLAT SIDES BE USED DRUM FLAGGING BETWEEN BARRICADES PLASTIC AND PLACE FULLING AROUND rill 2-PIECE HIGH IMPACT RESISTANCE,HIGH DENSITY WORK SITE AT END OF SHIFT POLYETHYLENE AS SUPPUED BY, 6 LOS _ SERVICE AND MATERIALS Co INC. YIN, I1IIIII TI 2200 S. 'J'STREET BASE ELWOOD.IN 46036 PHONE (317)552-3352 EOI AL SPACES, 1YPIGLL F XI CON GUIDE POST FLOURESCExI ORANGE AS APPROVED STANDARD J BARRI.WES BY ENGINEER DESIGN I 26'TO .15' a eMr ICADES NOTES: I 36' TO 45' 1.ALL BARRICCAOES SHALL HAVE ALTERNATING REFLEC17VE ORANGE AND WHITE STRIPES. 6'IN WIDTH,AT AN ANGLE OF aS AS SHOWN. THE STRIPES 0HALL S BARRK'ADES SLOPE DOWNWARD TOWARD THE SIDE TRAFFIC IS TO PASS. BARRICADES DESIGNATED 'R SHALL 8E PLACED TO THE RIGHT SIDE OF APMAY HAVE TRAFFIC.BOTH FRONT ALL BACK RAILS HAIL THAN THREE FEET LONG MAY HAVE a'WIDE STRIPES --) 2.ALL MOUNTED ON ALUMINUM SHALL BE KING TOLES WITH ORANGE AND WHITE SHEETING CWNTED ON ,T" BACKING Ai LEAST O.01B'THICK:ALUMINUM ALLOY 6061-T6 CONFORMING TO AS. iA M. DESIGNATION 8-209,SHALL BE USED. REFECTIVE ALUMINUM SHEETING$HALL BE SECURED WITH ALUMINUM NAILS. I 46'TO 56' I 3, BARRICADES.INCLUDING FRAMEWORK,SHALL BE PANTED WITH TWO COATS OF WHITE PANT. a.SANDBAGS OF SUFFICIENT WEIGHT,OR 5/9'9 DOWELS.ONE EACH CORNER.SHALL I p5L1RP WIDTH—BARRICADE REQUIREMENTS BE USED TO HOLD THE BARRICADE IN PLACE. - 5.BARRICADES SHALL BE CONSTRUCTED OF STANDARD GRADE (NO,2)OR BETTER SAS LUMBER. USE 3/8_CARRIAGE BOLTS FOR ALL CONNECTIONS, 6.WHERE TYPE N BARRICADES ARE TO FACE TRAFFIC FROM TWO DIRECTIONS,STRIP- PING ON THE FRONT AND BACK SIDES WILL BE REWIRED. 7.PLASTIC AND METAL FRAMEWORK MAY BE USED FOR BARRICADES WITH WRITTEN APPROVAL CONSTRUCTION THE ENGINEER, THE CONTRACTOR SHALL SUBMIT DRAWINGS OF DESIGN AND FABRICATION DETAILS FOR REVIEW BY THE ENGINEER.THE ENGINEER SHALL HAVE A REVIEW PERIOD OF RTEEN(la)DAYS. e. F fW ASH R NITS S L 8 II D FR I PARR/A0 A p DE D TM0 _ TRAFFIC CONTROL IM OPERATION POSITION FLASHERS AS PER MONTMIA DEPARTMENT OF HIGHWAYS SPECIFICATK)N 9. ON TANGENT SECTIONS IN A SERIES OF BANRICADES,USE A FLASHER ON THE FIRST BARRICADES. CONES BARRICADEAND STEADY LIGHTS ON THE REMAINDER OF THE BARRICADES. 10.BARRICADES AND SUPPORTS SHALL NOT BLOCK SIDEWALKS THAT REMAIN OPEN. AND DRUM T P tYP1 Billings, Montano 2'- s 24- 6" 3-O_0' OR ORIENT 45' WITH 4'- O" x 4'- 0" OR AS REOD v: RESPECT TO ROADWAY BY MDT ON STATE ROUTES r I I I I I I I I SIGN PANEL _ II II II II II it 4'-0' X 4'-0' OR 3" SIZE APPROVED BY MDOH. ATTACHMENT BOLTS, GALV OR CADMIUM PLATED WITH F18ER WASHER EACH SIDE, TYPE \ ,�-4• 2-12' 2j/FT U-POST 0 10 2-12' .1 1 21/FT U-POST 1-10' 0 21/FT U-POST i� GROUND LINE GROUND LINE GROUND LINE II II II II II II °° II N II II II U I UU TYPICAL TYPICAL REGULATORY TYPICAL WARNING SIGN INSTALLATION SIGN INSTALLATION PARKING SIGN INSTALLATION SIGN PANEL x22- 6" 3'-O'x3'-O'^,,-4'-0' X 4'-0' OR SIZE ON STATE ROUTES APPROVED BY MDT I 1 MIN REFLECTIVE RED N. 2'-0"x 2'-6" SIGN PANEL BLACK LETTERS — RECTANGLE - OR AS / — — REDD BY MDT ON STATE STOP SLOW TE ROUS REFLECTIVE REFLECTIVE ORANGE I 2"X4" I > 7 WHITE / SIGN PANEL BORER D 0 BACK PLATE I NOTE; SIGNS MAY BE PLACED ON UGHT STANDARDS OR N PLACER IF AT SUPPORTS 2123 THE PROPER LOCATION HAND SIGNS N z "RACES 1 o �CD PLYWOOD y t o m GUSSETT USE 4-5 8'dx18" DOWELS (ONE o EACH CORNER) z OR SAND BAGS Z'-6' .� TO STABILIZE SUPPORT. a a 2'x4" me N I� CONSTRUCTION FRONT ELEVATION SIDE ELEVATION TRAFFIC CONTROL TYPICAL PORTABLE SIGN SUPPORT DETAILS \ SIGN SUPPORTS P Billings, Montana V2b3 ® 9 R11-2 R11-2!— Fria ® L CLOSED LJ ^v O_ W O_ V) WORK AREA ul NO AS REQD NO AS REQD N dl FTR STREET WHERE CONSTRUCTION CLOSES OR RESTRICTS LSC-1 PEDESTRIAN MOVEMENTS. PLACE SIGNS AS DIRECTED BY THE ENGINEER TO REROUTE u RS-, TYPICAL CLOSURE SUPPILERMENTALLIS PEDESTRIANS.EATE USE LOCAL STREET ROUTE. USE/WESTSIDE—USE/4TH ST. W. ECT... Ril-4 u © _ To ® i}SMI TAA1°F� LJ USE -NO/RIGHT URN- AND liWj W "NO/LEFT/TURN DURING m F- WORK WITHIN 200' OF WORK AREA r,/1 (n INTERSECTION, d] S Ep STREET VEtr] LSC-2 TYPICAL PARTIAL CLOSURE CLOSED CLOSED LOCAL STREET STREET y� RI]-YA r w W Ij WORK AREA I j ALLEY AC-1 TYPICAL CLOSURE ALLEY 111 Fr ALLEr CLOSED ALLEY nl - _tti n AC-2 w TYPICAL PARTIAL CLOSURE WORK AREA LEGEND ALLEY WORK AREA TYPE I BARRICADE �+ TYPE II BARRICADE «3-- TYPE III BARRICADE [p PORTABLE SIGN CONSTRUCTION T I' SIGN INSTALLATION TRAFFIC CONTROL m DRUMS CONES TYPICAL mV" FLAGGING LOCAL ST & ALLEY t FLAGGER CLOSURE \TCP\TYP4 vze-1 R _ q noe�r ® SEE NOTE oe.nllerao r' USE NUMBER OF BARRICADES TO CLOSE STREET TO PROHIBIT PASSAGE OF VEHICALES. NUMBER VARIES AS TO STREET WIDTH.AND RIGHT-OF-WAY WIDTH, R11- . SIGN IgT*EETI —► R6-IR vm-J RIl-� /► nEE COLT CLOSED E RII-4 ro �r � tuIFK RII-2 7 r''J J .1 IIEE SIGu 1 vto-I \ 111 WORK AREA olnr nleer RII-2 tollnwna uwaR nrce ra n rNq iMIFK �} HA-9R u NOTE: ® OTHER SIGNS AS REQUIRED. PLACE ON BARRICADE AS REOD. _ P I C- 1 H4- �- PARTIAL INTERSECTION MOVEMENTSWHERE , PLACE SIGNSTRUCTION OSED OR AS DRECTEDTRBIYCTTHEEDESTRIAN ENGINE R TO REROUTE AND/OR RESTRICT PEDESTRIANS. USE CLOSURE W/DETOUR SUPPLEMENTAL SIGN TO DESIGNATE ROUTE. USE/WESTSIDE-USE/ATH ST. W ECT... R9-3A R11-4 R9-3A ira R9-3A 11N TMRK A II rl SEE NOTE ISEE NOTE USE NUMBER OF BARRICADES TO CLOSE STREET J TO PROHIBIT PASSAGE OF VEHICALES. NUMBER VARIES ^o vzo-� AS TO STREET WIDTH,AND RIGHT-OF-WAY WIDTH. CLOSED RII-� all-1 i J M J J i ro _ ro TMIe TIINfK TNIJ TtAITK -{ I ^I ^I ^! ^I ^I ^I } } J J LEGEND WORK AREA E CLOSED I� WORK AREA ?' TYPE I BARRICADE t -�+ TYPE II BARRICADE 1wK .J-. TYPE III BARRICADE u J u CP PORTABLE SIGN CONSTRUCTION T " SIGN INSTALLATION R9_3 R9-3A e DRUMS SEE NOTE SEE NOTE TRAFFIC CONTROL � ♦ CONES IC— TTTT FLAGGING INTERSECTION CLOSURE TYPICAL FLA.GGER INTERSECTION CLOSURE P A� NOTE. 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AT ALLEY TYPICAL INTERSECTION CLOSURE B MAX CLOSER SPACING AS REOD I 42' OR 3'-6' OR DIRECTED BY ENGINEER COLOR 4-TIES PER POST ORANGE 4f; AL m POST, U-POST, ALTERNATE POST OR SUPPORTS MAY BE USED AS APPROVED BY THE ENGINEER. SURFACE UNE II PLACE FENCE ON WROOM II II CMSON(iE BARPoCFDE FFNCE(—) II — — II SIDE OFPCSM II II OR APPROVED EOU4.AS SUPPLIED BY II I I II 11 II CARSONI1E II II II II II29M�WAY DI II 1 EMBEDMENT CWSOu u ELEVATION u (°°°) -79A4 U I AS REQUIRED PEDESTRIAN BARRIER FENCE TYPICAL POST NOTE 1. THE PEDESTRIAN BARRIER FENCE IS TO BE USED STREET WIDTH AT LOCATION TO PROHIBIT ENTRY BY PEDESTRIANS. 2. THE PEDESTRIAN BARRIER FENCE SHALL BE IN PLACE WHEN CONSTRUCTION IS INACTIVE, NIGHT AND WEEKENDS. z )) W( •`, � IB � W 4 TIES x4 POST I I w = I PER POST 2x4e----- a I a O a o x y I � L 1 10 � N o x SAND BAGS �DBAM i x O F43R2E TYPICAL PLAN PLAN ELEVATION o STAND TYPE FENCE SUPPORT KEEP PEDESTRIAN BARRIER FENCE 7DRAIN ❑CL£AR�� DRUMS I TRAVEL SURFACE GUIDE FOR 1 -AREA.•=;•;,.. 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PI m m y m-�- 0 7 g p _ ,f+ II _.... - 035\ 19t. .2006 :_.____146 an --I C) C"7 :t7 -I C7 IZ 7000 m m 0 0 DZZ NK: Z -1 (AMOB �m aOD ZMD 0 -ADC) 0 -< O > 0 p = (n z C) V) Z = 0C) = Zr � tnr E2 Z 0 0 = C7D0 z �u0 -I 70 0 < 00 � C p -uZ > G� m T! --I m > nK: -I -4m m m m Z Dr 0 z � ® r0 - Z -+ -rl m0 m D C) z U) mm 0 A t'tiJ V1 4 M L M 0k 1 01, I it ; � �' _• o� _ C ti/ I,J o tx x r }� j N. ,20th-APE. fi Ol } o v� } w � o Z g Z W .� IJ�F E ■W- ■ ■ ■ ■ ■ a • ■ _err. ■ ■ ■ W3 � - - � Z � 0 N. 19th AV ' 4 � z > �CD gt € i rnZ5 Z A � v - �IJl E x m O i � ;u -- .. U) --i N C7 it m II II o 00 -o SECTION 01600 DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Products B. Transportation and Handling C. Storage and Protection D. Product Options E. Substitutions 1.02 RELATED SECTIONS A. Section 01019 - Contract Considerations B. Section 01025 - Measurement & Payment C. Section 00910 - Special Provisions 1.03 PRODUCTS A. Products: Means new material, machinery, components, equipment,fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. 1.04 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.05 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. 001600— Page 1 of 3 HA0417\035\docs\Specs\Div 1\SEC01600.doc 1/9/2006 SECTION 01600 -DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT B. For exterior storage of fabricated products, place on sloped supports, above ground. C. Provide off-site storage and protection when site does not permit on-site storage or protection. D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. G. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. 1.06 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 1.07 SUBSTITUTIONS A. Engineer will consider requests for Substitutions only within 15 days after date of Owner-Contractor Agreement. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. 001600—Page 2 of 3 H10417\035\docs\Specs\Div 1\SEC01600.doc 1/9/2006 SECTION 01600 DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT D. A request constitutes a representation that the Contractor: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty forthe Substitution as forthe specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re-approval by authorities. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals,without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or reject request. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION 01600 001600- Page 3 of 3 HA0417\035\docs\SPecs\Div 1\SEC01600.doc 1/9/2006 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT PART1 GENERAL 1.01 SECTION INCLUDES A. Damage to Existing Structures. B. Closeout Procedures. C. Final Cleaning. D. Project Record Documents. E. Not Used F. Warranties, Bonds and Affidavits. G. Final Inspection. H. Not Used 1.02 DAMAGE TO EXISTING STRUCTURES A. Prior to final acceptance by the Owner, the Contractor shall repair or otherwise return to original condition any parts of the existing or newly constructed facilities which have been damaged during construction. 1 .03 CLOSEOUT PROCEDURES A. The Contractor shall submit written certification that the Contract Documents have been reviewed, the work has been inspected, and that the work is complete in accordance with the Contract Documents and is ready for the Engineer's final inspection. B. The Contractor shall provide any submittals to the Engineer and/or the Owner that are required by governing or other authorities. C. The Contractor shall submit the final Application for Payment identifying the total adjusted Contract Sum, previous payments, and the sum remaining due. 1.04 FINAL CLEANING A. The Contractor shall keep the premises free of the accumulation of surplus materials and rubbish resulting from his construction operations and the operations of his subcontractors. The Contractor shall remove all waste and surplus materials, rubbish, and construction facilities from the site. 01700— Page 1 of 5 H:\0417\035\docs\Specs\Div 1\SEC01700.doc 1/9/2006 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT B. The Contractor shall execute final cleaning prior to the final inspection according to the following provisions: 1. Clean, sweep, wash, and polish work and equipment provided under the Contract, including finishes. Leave the structure and site in a complete and finished condition to the satisfaction of the Engineer and Owner. 2. Remove debris including dirt, sand, and gravel from sewers, pipelines, and structures. 3. Should Contractor not remove rubbish or debris or not clean the facilities and site as specified above, the Owner reserves the right to have final cleaning done at the sole expense of the Contractor. C. The Contractor shall also provide for the following: 1. Employ experienced workers or professional cleaners for final cleaning. 2. Conduct final inspection of exposed interior and exterior surfaces and of concealed spaces in preparation for substantial completion or occupancy. 3. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from exposed interior and exterior finished surfaces. 4. Repair, patch, and touch up marred surfaces to specified finish, and match adjacent surfaces. 5. Broom clean paved surfaces; rake clean other surfaces. 6. Remove from the Owner's property temporary structures and materials, equipment, and appurtenances not required as part of, or appurtenant to, the completed work. See Section 01500, CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. 7. Leave water courses, gutters, and ditches open and in condition satisfactory to Engineer and Owner. D. Owner will assume responsibility for cleaning as of the date of substantial completion. 01700— Page 2 of 5 HA0417\035\docs\Specs\Div 1\SEC01700.doc 1/9/2006 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT 1.05 PROJECT RECORD DOCUMENTS A. The Contractor shall maintain on site, one set of the following record documents to record actual revisions to the work: 1. Contract Drawings, Specifications, and Addenda. 2. Change Orders and other Contract Modifications. 3. Reviewed shop drawings, product data, and samples. B. The Contractor shall store Record Documents separate from the documents used for construction. C. The Contractor shall record information concurrent with the construction progress. D. The Contractor shall legibly mark and record in the Construction Documents at each product section, the description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. The Contractor shall legibly record all Documents and Shop Drawings to record actual construction characteristics including: 1 . Measured horizontal and vertical locations of any underground utilities and appurtenances, referenced to permanent surface improvements. 2. Measured depths of foundations in relation to project datum. 3. Field changes of dimension and detail. 4. Details not on the original Contract Drawings. 5. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the work. F. The Contractor shall submit the required documents to Engineer with claim for Final Application for Payment. 1.06 NOT USED 01700—Page 3 of 5 HA0417\035\docs\Specs\Div 1\SEC01700.doc 1/9/2006 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT 1.07 WARRANTIES, BONDS AND AFFIDAVITS A. The Contractor shall submit all written warranties, bonds, and affidavits, along with notarized copies, as required to the Owner prior to final payment. B. Warranties shall extend for the full period of the required guarantee period after: 1 . Replacement of work found defective during guarantee period. 2. Repair of inoperative items or adjustments to proper working condition of items not operating properly at time of final inspection. C. The Contractor shall execute and assemble documents from all subcontractors, suppliers, and manufacturers. D. The Contractor shall submit four (4) sets prior to the application for final payment, bound in 8 '/2 x 11-inch pages, in binders with durable plastic covers. The binder shall be provided with a printed title "WARRANTIES, BONDS AND AFFIDAVITS" and the project title. E. For Items of Work delayed beyond the date of Substantial Completion, the Contractor shall provide an updated submittal within ten days after acceptance, listing the date of acceptance as the start of warranty period. 1.08 FINAL INSPECTION A. The Contractor shall request a final inspection in writing prior to the anticipated date of completion. B. Work will not be considered ready for final inspection until it has been completed and the Contractor has certified that all items are properly operating and in strict compliance with the Contract Documents. C. The Contractor or his project supervisor shall be at the job-site during the final inspection. D. The Engineer will present to the Contractor, after the final inspection, a list of any items not meeting contract requirements. This list will be confirmed in writing by the Engineer and all items on it must be made acceptable before final payment will be made. PART PRODUCTS 2.01 ACCESSORIES A. Furnish to Owner, upon acceptance of equipment, all accessories required to place each item of equipment in full operation including, but not limited to, 01700— Page 4 of 5 HA0417\035\docs\SPecs\Div 1\SEC01700.doc 1/9/2006 SECTION 01700 DIVISION 1 - GENERAL REQUIREMENTS CONTRACT CLOSEOUT hydrant wrenches, valve keys, special tools, adequate oil and grease as required for first lubrication of equipment (after field testing), light bulbs, fuses, handwheels, chain operators, and other items as required for initial operation. B. Extra Materials: 1. Furnish, tag, and box for shipment and storage the spare parts, special tools, and other extra materials specified in the individual Specification sections. 2. Deliver all extra materials prior to 90 percent project completion to the project site. 3. Notify Engineer upon arrival of extra materials. PART 3 EXECUTION (Not Used) END OF SECTION 01700 01700— Page 5 of 5 H:\0417\035\docs\Specs\Div 1\SEC01700.doc 1/9/2006 SECTION 01770 DIVISION 1 — GENERAL REQUIREMENTS SUBSTANTIAL COMPLETION PART1 GENERAL 1.01 SECTION INCLUDES A. General Application and Definition B. Certificate of Substantial Completion 1.02 GENERAL APPLICATION AND DEFINITION Except as noted herein, substantial completion shall be in accordance with the General Conditions and any related Supplementary Conditions. The warranty period for the work deemed to be substantially complete shall begin on the date identified on that completed Certificate of Substantial Completion. Contract time will continue to run until the Certificate of Substantial Completion for all work has been issued. In addition to the above requirements, completion, installation, and acceptance of all infrastructure improvements, acceptance of all surface restoration, and general clean-up shall be required to attain project substantial completion. The final completion inspection and project review forthis project will be conducted by the Engineer and the Owner. There will be a single Substantial Completion document required for each group of schedules identified under each Contract. The warranty period will begin at the issuance date of the Substantial Completion document representing all schedules covered under Contract. There will not be individual warranty periods for each schedule or portions thereof of this project. 1.03 CERTIFICATE OF SUBSTANTIAL COMPLETION. (Form included in Miscellaneous Forms of this Project Manual) PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01770 01770—Page 1 of 1 H:\0417\035\docs\Specs\Div 1\SEC01770.doc 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS PART1 GENERAL 1.01 SCOPE A. These Electrical Requirements and the specifications bound herewith shall be subject to all the requirements of the General Conditions and the Supplemental General Conditions bound herewith, except that these Electrical Requirements shall take precedence over and modify any pages or statement of the Supplemental General Conditions and shall be used in conjunction with them as a part of the "Contract Documents." 1.02 SHOP DRAWINGS A. Shop drawings shall be submitted for all major equipment as designated in the "GENERAL" paragraph of each section of these specifications. B. Shop drawings shall be first checked by the contractor for space, dimension, performance characteristics and general conformance to these plans and specifications, and shall be so stamped. Shop drawings not stamped as specified will be returned to Contractor without action. Contractor's stamp shall include name and address of contractor, the date checked, the initials of the checker and the status of the checking. C. Shop drawing submittals shall be grouped according to specification section or categories and shall be labeled with the proper name of the project and specification section. Partial submittals of a group or category will not be reviewed. (e.g., submit all panels, all lighting fixtures, etc.) D. Shop drawings shall include manufacturer's name and address, equipment or material descriptive names, and catalog number. Shop drawings shall indicate dimensions, voltage and current characteristics, wire sizes, test or conformance data, construction and rough-in data of all material to be used. E. Contractor shall submit a minimum of seven (7) sets of each drawing to the ENGINEER for approval. Distribution of shop drawings shall be as follows: Engineer keeps two (2) for file and returns five (5) to the contractor. The contractor shall keep one (1) at the main office, and one (1) at the job site office, return one (1) to the supplier and keep two (2) for the maintenance and operating instruction manuals. 1.03 ORDINANCES, CODES AND FEES 16045—Page 1 of 6 HA0417\035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS A. All work shall be executed in accordance with the current codes, standards, statutes or recommendations of the following technical societies, trade organizations, and governing agencies, and shall be subject to the inspection of those departments having jurisdiction: 1 . City Electric and Lighting Ordinances 2. State Electrical Laws and Statutes 3. National Electrical Code (NEC) 2005 Edition 4. National Electrical Safety Code (NESC) 2002 Edition 5. Institute of Electrical & Electronics Engineers (IEEE) 6. National Electrical Manufacturers Association (NEMA) 7. International Organization for Standardization (ISO) 8. International Electrotechnical Commission (IEC) 9. Underwriters Laboratories, Inc. (UL) 10. Electrical Testing Laboratory (ETL) 11. Insulated Cable Engineers Association (ICEA) 12. Illuminating Engineering Society of North America (IES) 13. American National Standards Institute (ANSI) 14. Occupational Safety & Health Administration (OSHA) 15. Certified Ballast Manufacturers (CBM) B. Where work required by the drawings and specifications is above the standards required by these organizations or agencies, it shall be done as shown or specified. C. All fees, permits, licenses, etc., necessary in order to complete the work of this section shall be obtained and paid by this contractor. D. Where such listing is available, electrical materials used in this work shall be listed by the Underwriters Laboratories (UL), Inc., or other Nationally Recognized Testing Laboratory (NRTL) as defined in OSHA Regulation 1910.7, and shall bear a "UL" or "NRTL" label. PART PRODUCTS 2.01 PRIOR APPROVAL A. Prior to the receipt of bids, interested parties may request approval of substitute equipment and materials for those specified. Such request may be made in writing and delivered to the Engineer no later than ten (10)days prior to the receipt of bids. 16045— Page 2 of 6 H:\0417\035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS B. Requests for approval shall include complete description of equipment or materials, manufacturer's name, model or catalog number,test, performance or photometric data, and listing of all standard and optional features or accessories. C. The Engineer will review the complete submission for compliance with the Contract Documents. If, in the opinion of the Engineer, the product or system is acceptable as an equal as herein described, an addendum will be issued to all prime bidders prior to the bid date, noting the specific items which will be accepted as part of the Base Bid. The acceptance will not, in any way, relieve the prime contractor or his supplier from full compliance with the Contract Documents. 2.02 SUBSTITUTIONS A. Items of equipment and materials originally specified may be replaced by "approved substitutions" until such time that the "Schedule of Materials and Equipment" is submitted to the Engineer as previously specified. B. Where items of equipment and materials are specifically identified herein by a manufacturer's name, model, or catalog number, and the words, "or approved equal" do not follow the manufacturer's name, only such specific items may be used in the Base Bid, except as hereinafter provided. C. Items of equipment of the contractor's choice, which have not received prior approval, may be offered as alternates to such specified items, in the space provided for in the proposal form or on the contractor's letterhead. Alternate proposals must be accompanied by full descriptive and technical data for item proposed, together with statement of amount of cost addition or deduction from the Base Bid if alternate is accepted. Substitutions proposed by the Contractor will not be considered in the award of the contract. D. The Contract Drawings and these Specifications establish the "MINIMUM STANDARD OF QUALITY" each product and/or system must meet to be considered acceptable. Products of other manufacturers will be considered if the product and/or system meets or exceeds the "Minimum Standard of Quality" established by these Contract Documents. E. After the award of the Contract, any request for a substitution must be made in writing by the Contractor (not material supplier or subcontractor). Such request shall state the name of the product specified, the name of the product proposed for substitution, the reason for requesting the substitution, and any change in Contract Amount resulting from the substitution. No such 16045—Page 3 of 6 H:\0417\035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS substitution shall be made until an appropriate Contract Modification has been issued and approved. F. The system is designed around the first-named manufacturer shown for each piece of equipment. The cost of any changes to this and other trades as a result of use of the substitute material or equipment shall be borne by the Contractor using such material or equipment and included in the bid price. PART 3 EXECUTION 3.01 DRAWINGS AND MEASUREMENTS A. The extent of the system of equipment, materials, panels, conduits, wire, fixtures and connections as shown are in general diagrammatic and not for exact locations, except in certain cases, the drawings may include details giving exact location and arrangements. B. The drawings are not intended to be scaled for roughing-in measurements nor to serve as shop drawings. C. The contractor shall consult the civil drawings for dimensions, obstructions, and location of equipment of other trades. Any discrepancies between drawings and the electrical work shown on these drawings shall be reported to the Engineer for adjustment. D. The installation details, instructions, and recommendations of the manufacturer of the product used, or modified to obtain the best end result, shall be the basis of attaining installation of the products for usage on this project except where definite and specific instructions are set forth herein or details are shown on the plans. 3.02 WORKMANSHIP A. The installation work included in this specification shall be performed in a neat workmanlike manner by people experienced and skilled in the Electrical trade. Only the best quality workmanship will be accepted. Poles shall be plumb and properly oriented to the roadways. 3.03 CONSTRUCTION PERIOD TESTS A. All work which is required to be placed within the construction or concealed shall be carefully tested and inspected before being permanently covered up. 16045— Page 4 of 6 HA0417\035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS B. All tests shall be made in the presence of the Engineer or the Owner and shall meet with their approval. 3.04 FINAL TEST AND ADJUSTMENT A. The entire system shall be subject to a test at full operation and under normal usage conditions. This shall include voltage and current checks, resistance measurements and equipment operation. All defects in the work or workmanship which appear during these tests shall be properly remedied and a test again applied, continued to a satisfactory conclusion. B. All electricity or other fuel necessary for use in testing and adjusting and for the operation period will be supplied by the Owners. C. All instruments for making tests shall be furnished by this contractor. D. After testing the apparatus, the entire system shall be operated for one week under normal conditions. E. The contractor shall explain the operation of the system to the Owner or the Owner's representative during this final test and adjustment period. F. The final test shall be performed as soon as possible after the work is entirely completed. G. The contractor has the option of making this test under the normal design conditions or under a set-up of Engineer determined accelerated conditions. 3.05 RECORD DOCUMENTS A. Prepare record documents in accordance with the requirements of Division 1 , Section "PROJECT CLOSEOUT." In addition to the requirements specified in Division 1, indicate installed conditions for: 1 . Size and location of major raceway systems. 2. Locations of control devices, breakers, & fuses. 3. Sizes of breakers and fuses. 4. Equipment locations, referenced to major building lines 5. Actual equipment and materials, where substituted. 16045— Page 5 of 6 HA0417\035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16045 DIVISION 16 — ELECTRICAL BASIC ELECTRICAL REQUIREMENTS 3.06 FINAL INSPECTION A. Upon completion of the work, the contractor shall notify the Engineer and make arrangements for a final inspection. B. After the Engineer's final inspection is made, the contractor will receive a list of items requiring adjustment, correction, replacement or completion. C. Contractor shall comply completely with all the listed requirements within the time limit indicated on the final inspection report. Should the contractorfail to perform within this time limit, the Engineer or Owner reserves the right to have the work completed by others and the cost deducted from the contract price. 3.07 GUARANTEE A. This contractor shall assume responsibility for any defects which may develop in any part of his work caused by faulty workmanship, material or equipment, and agrees to replace, repair, or alter, at his expense, any such faulty workmanship, material, or equipment that has been brought to his attention during a period of one year from the date of the final certificate for payment or acceptance by the Owner, whichever is longer. Acceptance of the work shall not waive this guarantee. END OF SECTION 16045 16045— Page 6 of 6 HA041T035\docs\Specs\Div 16\16045.DOC 1/9/2006 SECTION 16050 DIVISION 16 — ELECTRICAL BASIC MATERIAL AND METHODS PART1 GENERAL 1.01 DESCRIPTION OF WORK A. This contractor shall furnish and install as shown or specified herein the following basic materials and shall accomplish the work required in compliance with the following methods. The section shall include but not be limited to: 1. Equipment Identification and Cleanup 2. Cutting and Patching 3. Concrete Platforms, Foundations and Pits 4. Electrical Equipment Mounting and Provisions 5. Excavating, Trenching and Backfilling 6. Raceways and Conduits 7. Wire and Cable 8. Connections to Special Equipment 1.02 QUALITY ASSURANCE A. All materials and equipment shall be new and of best quality, of the type best suited for the purpose intended, and be made by nationally recognized and substantially established manufacturers. The type and weight of material used for each purpose shall be as herein specified, and all material shall conform with the requirements of the latest standard specifications of the "ASTM" for that particular material. B. Where such listing is available, all electrical materials used in this work shall be listed by the Underwriters Laboratories, Inc., or other Nationally Recognized Testing Laboratory, and shall bear a "UL" or "NRTL" label. 1.03 SHOP DRAWINGS A. The shop drawings as specified in "Section 16045 - Special Conditions" are not required of equipment specified in this section. PART 2 PRODUCTS 2.01 CONCRETE BASES A. Concrete work for light bases shall be constructed of dense concrete 16050— Page 1 of 4 HA0417\035\docs\Specs\Div 16\16050.doc 1/9/2006 SECTION 16050 DIVISION 16 — ELECTRICAL BASIC MATERIAL AND METHODS composed of 1 part portland cement, 2 parts clean, sharp sand, and 4 parts crushed stone or gravel of size that will pass through a 1 inch ring. All exposed surfaces shall be finished with 1:2 mix cement mortar troweled smooth with beveled edges. All necessary anchor bolts,washers, templates, etc., shall be furnished complete and bolts shall be built into bases with proper size sleeves. 2.03 RACEWAYS A. In general, rigid non-metallic conduit shall be throughout. B. Rigid non-metallic conduit shall be made of virgin polyvinyl chloride resin, extruded, Schedule 40 PVC rigid conduit, light gray in color, supplied in 10 foot lengths each with a coupling. Schedule 80 shall be used under roadway crossings. It shall be U.L. listed and bear the label for use above ground, underground direct burial and concrete encased. It shall be cut square with all rough edges removed from ends to protect the wires from abrasion. C. All connections shall be made by solvent welding. All fittings shall be U.L. listed and installed in accordance with the manufacturer's recommended procedures. Expansion joints shall be provided wherever conduit crosses building expansion joints or where a wide temperature differential exists. D. Conduit and fittings shall be manufactured by Carlon, Triangle, Johns-Manville, or equal. 2.04 WIRE AND CABLE - 600 VOLT A. All wire and cable for feeder and branch of circuits shall conform to the requirements of the current edition of the NEC and shall meet all relevant ASTM Specifications. Conductors shall be 600 volt rated, coated soft-drawn copper or annealed copper, and unless otherwise noted on the plans and in these specifications, shall have type THWN or THHN insulation. Wire and cable shall not be older than 12 months. B. Wire and cable shall comply with the latest editions of ICEA standard WC5 (5-61-402) for thermoplastic insulated wire. C. Conductor sizes shall be standard American wire gauge sizes and shall be as noted on the drawings. All conductors No. 10 and smaller shall be solid; No. 8 and larger, stranded. Minimum size shall be No. 12, unless otherwise noted. Wire size requirements larger than No. 12 shall be as noted on drawings or as required for the load. 16050—Page 2 of 4 HA0417\035\docs\Specs\Div 16\16050.doc 1/9/2006 SECTION 16050 DIVISION 16 — ELECTRICAL BASIC MATERIAL AND METHODS D. All wire and cable shall be delivered to the job in standard coils and reels with approved tag noting length, wire size, insulation type, and manufacturer's name; and shall be suitably protected from weather and damage during storage and handling. E. Splices shall be made with solderless-tapeless, mechanical wire connectors with spring action to maintain constant pressure on the conductors. Connectors shall be U.L. listed and equal to 3M Scotchlok Brand, Type Y, R, G, and B, or Ideal Model 451, 452, 455, and 453. Splices below grade shall be NRTL rated for underground usage. F. Where taping of conductors is required, use minimum of two layers wrapped half-lapped. Tape shall be U.L. listed 3M Scotch Branch 33+, or equal. Splices in areas of high ambient temperatures (boiler control panels, electric heating element controls and junction boxes, etc.) shall be made with crimp type, zinc plated steel, connectors with wrap-cap insulators equal to Ideal crimp connector. G. Branch circuit wire and cable shall be factory color-coded by integral pigmentation PART 3 EXECUTION 3.01 GENERAL INSTALLATION A. Conduits shall be sized as noted or as required by NEC for number and size of conductors installed except that 3/4 inch shall be minimum size for branch circuit home runs and 1/2 inch shall be minimum size for all other conduit runs. Maximum size shall be as allowed by the NEC and within the limits of commonly manufactured sizes. B. Conduits shall be continuous from pole to pole, and shall be secured to all boxes with locknuts and bushings in such manner that each system shall be continuous throughout. Conduit ends shall be capped to prevent entrance of foreign materials during construction. Conduit size changes shall occur only at outlet or pull boxes. 3.02 EXCAVATING, TRENCHING AND BACKFILLING A. This contractor shall perform all excavation to the depths indicated on the drawings or specified. During excavation, material suitable for backfilling 16050 —Page 3 of 4 H:\0417\035\docs\SPecs\Div 16\16050.doc 1/9/2006 SECTION 16050 DIVISION 16 — ELECTRICAL BASIC MATERIAL AND METHODS shall be piled in an orderly manner a sufficient distance from trench or other excavations to prevent slides or cave-ins. All excavated materials not required or usable for backfilling shall be removed from the site. Necessary grading shall be done to prevent surface water from flowing into trenches or other excavations and onto adjacent property. Furnish all pumping required to keep excavated space clear of water during construction. The A/E will inspect excavation and approve soil conditions and direct procedure if unsatisfactory conditions are discovered. Provide sheeting and shoring as may be necessary for the protection of the work and the safety of personnel and to conform to OSHA regulations. Protect bottom of excavation from frost and do not place structures or pipe on frozen ground. B. Prior to opening an excavation, effort shall be made to determine whether underground installations such as sewer, telephone, water, fuel, electric lines, etc. will be encountered, and if so, where such underground installations are located. When the excavation approaches the estimated location of such an installation, the exact location shall be determined and when it is uncovered, proper supports shall be provided for the existing installation. Utility companies shall be contacted and advised of proposed work prior to the start of actual excavation. C. Backfill excavations below finished grades with similar materials to that removed in excavation, free from rubbish and other unsuitable material. Backfilling shall be done to finished grades indicated on drawings. If no finished grading is to be done in excavated areas, this contractor shall backfill to existing grades and restore the surface to its original condition. All backfill shall be compacted in six inch lifts to 95% maximum density. D. The contractor shall be responsible for protecting trenches and providing adequate crossovers where pedestrian and vehicular traffic occurs. Guard rails, flags, lamps, etc., shall be used for such protection. E. This contractor shall be responsible for the replacement of existing street pavement, curbs, sidewalks, etc., removed or damaged by him in the course of the work unless such pavement, curbs and sidewalks are to be reconstructed under the General Contract. This contractor shall make necessary arrangements to perform such repairs and shall pay all costs in connection therewith and include it in his bid. END OF SECTION 16050 16050— Page 4 of 4 H:\0417\035\docs\Specs\Div 16\16050.doc 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Exterior luminaires with lamps and ballasts, but not mounted on exterior surfaces of buildings. B. Related Sections include the following: 1. Division 16 Section "Basic Materials and Methods" for wiring. 1.03 SUBMITTALS A. Product Data: For each luminaire, arranged in the order of lighting unit designation. Include data on features, accessories, finishes, and the following: 1. Physical description of fixture, including dimensions and verification of indicated parameters. 2. Luminaire dimensions, effective projected area, details of attaching luminaires, accessories, and installation and construction details. 3. Luminaire materials. 4. Photoelectric relays. B. Shop Drawings: Anchor-bolt templates keyed to specific poles and certified by manufacturer. C. Wiring Diagrams: Power, signal, and control wiring. D. Field quality-control test reports. E. Operation and Maintenance Data: For luminaires to include in maintenance manuals. F. Warranties: Special warranties specified in this Section. 16521 - Page 1 of 7 HA0417\035\docs\SPecs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING 1.04 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with IEEE C2, "National Electrical Safety Code." C. Comply with NFPA 70. 1.05 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace luminaires or components of luminaires and lamps that fail in materials or workmanship; corrode; or fade, stain, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage. 1 . Warranty Period for Luminaires: Five years from date of Substantial Completion. a. Warranty Period for Metal Corrosion: Five years from date of Substantial Completion. 2. Warranty Period for Lamps: Replace lamps and fuses that fail within 12 months from date of Substantial Completion; furnish replacement lamps and fuses that fail within the second 12 months from date of Substantial Completion. 1.06 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Lamps: 10 for every 100 of each type and rating installed. Furnish at least one of each type. 2. Glass and Plastic Lenses, Covers, and Other Optical Parts: 10 for every 100 of each type and rating installed. Furnish at least one of each type. 3. Ballasts: 10 for every 100 of each type and rating installed. Furnish at least one of each type. 16521 - Page 2 of 7 HA0417\035\docs\Specs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING PART PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. 2. Products: Subject to compliance with requirements, provide one of the products specified. 2.02 LUMINAIRES, GENERAL A. Complying with UL 1598 and listed for installation in wet locations. B. Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for luminaires. C. Metal Parts: Free of burrs and sharp corners and edges. D. Sheet Metal Components: Corrosion-resistant aluminum, unless otherwise indicated. Form and support to prevent warping and sagging. E. Housings: Rigidly formed, weather- and light-tight enclosures that will not warp, sag, or deform in use. Provide filter/breather for enclosed luminaires. F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. Doors shall be removable for cleaning or replacing lenses. Designed to disconnect ballast when door opens. G. Exposed Hardware Material: Stainless steel. H. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. I. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. 16521 - Page 3 of 7 HA0417\035\docs\Specs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING J. Lenses and Refractors Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors. 2.03 EXTERIOR LUMINAIRES A. Luminaire A: 1. Products: a. General-Electric #M-400 2. Lamps: HPS 3. Ballast Types and Features: Electromagnetic. 4. Lens: Flat Glass 5. IESNA Lateral Distribution Class: III. 6. IESNA Cutoff Category: Cutoff. 7. Photometric Performance of Installed Units: a. Average Intensity: Average initial horizontal illumination at grade is 0.3 fc. b. Source Intensity: Minimum average maintained source lumens is 25,000. C. Cutoff: Maximum initial horizontal illumination does not exceed zero footcandles at a point 90 degrees above vertical. 2.04 PHOTOELECTRIC RELAYS A. UL 773 or UL 773A listed, factory mounted to the luminaire. B. Contact Relays: Single throw, designed to fail in the on position, and factory set to turn light unit on at 1 .5 to 3 fc (16 to 32 Ix) and off at 4.5 to 10 fc (48 to 108 Ix) with 15-second minimum time delay. Contacts shall have directional lens in front of photocell to prevent fixed light sources to cause turnoff. 1 . Relay with locking-type receptacle shall comply with NEMA C136.10. 2. Adjustable window slide for adjusting on-off set points. 2.05 HIGH-INTENSITY-DISCHARGE LAMP BALLASTS A. General: Comply with NEMA C82.4 and UL 1029. Shall include the following features, unless otherwise indicated: 1 . Type: Constant-wattage autotransformer or regulating high-power- factor type. 16521 - Page 4 of 7 HA0417\035\dots\Specs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING 2. Minimum Starting Temperature: Minus 22 deg F (Minus 30 deg C) for single-lamp ballasts. 3. Normal Ambient Operating Temperature: 104 deg F (40 deg C). 4. Open-circuit operation will not reduce average life. 5. Ballast Fuses: One in each ungrounded power supply conductor. Voltage and current ratings as recommended by ballast manufacturer. B. High-Pressure-Sodium Ballasts: Solid-state igniter/starter with an average life in pulsing mode of 10,000 hours at an igniter/starter-case temperature of 90 deg C. 1. Instant Restrike Device: Solid-state potted module, mounted inside high-pressure-sodium fixture and compatible with high-pressure- sodium lamps, ballasts, and sockets up to 150 W. a. Restrike Range: 105- to 130-V ac. b. Maximum Voltage: 250-V peak or 150-V ac RMS. 2. Single-Lamp Ballasts: Minimum starting temperature of minus 40 deg C. 3. Open-circuit operation will not reduce average life. 2.06 HIGH-INTENSITY-DISCHARGE LAMPS A. High-Pressure-Sodium Lamps: NEMA C78.42, wattage and burning position as scheduled, CRI 21 (minimum), color temperature 1900, and average rated life of 24,000 hours. 2.07 FACTORY FINISHES A. Factory-Applied Finish for Aluminum Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. 2.08 POLES A. Poles shall be provided and installed by this contractor. B. New poles shall be 40 feet high, round tapered steel, with dark bronze powder coat finish, and 3" mounting tenon on top. C. Poles shall be Crouse-Hinds #RTS9a39SF3, or equal by approved manu- facturer. 16521 - Page 5 of 7 HA0417\035\docs\Specs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING 2.09 FIXTURE BASES A. This Contractor shall provide and install concrete bases for those fixtures where such bases are required. Bases shall be as detailed on the draw- ings. Bolt circle dimensions given are not to be used for actual installa- tion. Use manufacturer's templates to position anchor bolts. B. Bases shall be constructed of concrete mixtures to provide a minimum of 3000 psi compression loading after 28 days. PART 3 EXECUTION 3.01 INSTALLATION A. Install lamps in each fixture. B. Luminaire Attachment: Fasten to indicated structural supports. C. Adjust luminaires that require field adjustment or aiming. 3.02 CONNECTIONS A. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.03 FIELD QUALITY CONTROL A. Inspect each installed fixture for damage. Replace damaged fixtures and components. B. Tests and Observations: Verify normal operation of lighting units after installing luminaires and energizing circuits with normal power source. Measure light intensities at night. Use photometers with calibration referenced to MIST standards. Comply with the following IESNA testing guide(s): 1. IESNA LM-5. 2. IESNA LM-50. 3. IESNA LM-52. 4. IESNA LM-64. 5. IESNA LM-72. 16521 - Page 6 of 7 HA0417\035\docs\Specs\Div 16\16521.DOC 1/9/2006 SECTION 16521 DIVISION 16 — ELECTRICAL EXTERIOR LIGHTING C. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. END OF SECTION 16521 16521 - Page 7 of 7 H:\0417\035\docs\Specs\Div 16\16521.DOC 1/9/2006 APPENDIX A GEOTECHNICAL INVESTIGATION REPORT GEOTECHNICAL INVESTIGATION REPORT PROJECT Durston Road Improvements Bozeman, Montana PROJECT NUMBER 02-306 CLIENT Morrison Maierle, Inc. Bozeman, Montana PREPARED BY NTL ENGINEERING & GEOSCIENCE, INC. Great Falls, Montana March 18, 2002 Engineering Summary Durston Road, located near the north end of Bozeman, is scheduled to undergo reconstruction to improve roadway capacity for increased traffic demands. It is our understanding that the roadway section will be completely reconstructed and that the reconstruction will generally follow the existing horizontal alignment. NTL Engineering and Geoscience has been requested to perform a geotechnical investigation and develop recommendations for design and construction of the flexible pavements for the project. In general, subsurface materials consist of existing pavement fill materials overlying lean clay and clayey gravel with sand. Pavement design was conducted using the subgrade soil strength for the two predominant soil types, and alternates were developed for consideration of different fill materials per your design team's request. Table of Contents Introduction 1 Field and Laboratory Investigation 1 Site Conditions 2 Engineering Analysis 3 Recommendations 4 Conclusion g Limitations 9 Appendix Geotechnical Engineering Report Information Sheet Explanations of Field Investigation and Laboratory Testing Logs of Boring Plates Fence Diagram Pavement Materials Specifications Durston Road Improvements NTL Engineering&Geoscience,Inc. Introduction The following report,conducted in accordance with our contract dated December 20,2001, summarizes the geotechnical investigation and analysis for the design and construction flexible pavements for the Durston Road Improvements project in Bozeman,Montana. Approximately 1.5 miles of Durston Road is scheduled for reconstruction between North 19'Street and Fowler Road. The purpose of this geotechnical investigation was to obtain sufficient subsurface data to perform an engineering analysis and provide recommendations for flexible pavement design and general construction earthwork construction. These recommendations are presented in the following report along with discussion of our investigation and engineering analysis. NTL Engineering has strived to conduct the analysis and recommendations consistent with the degree of care that is presently standard to the geotechnical engineering. Field and Laboratory Investigation Following visual reconnaissance of surface conditions, 6 borings were drilled along the shoulder of Durston Road to depths ranging between 5.5 to 11.5 feet. Boring locations and elevations shown on the attached Logs of Boring were determined by Morrison-Maierle survey. The field investigation was performed under the direction of our engineer. Continuous logs ofthe subsurface conditions were recorded,Standard Penetration Testing(SPT)performed, Shelby tube samples obtained,and bulk samples collected during the drilling. Observations for groundwater or seepage zones were made at the time of the investigation. A generalized description of field investigation methods is further provided in the Appendix. Subsurface materials encountered during the field investigations are described on the attached Logs of Boring. The Logs present delineation of subsurface strata as could be determined from auger cuttings and samples recovered during the field investigation. Stratification lines shown on the Logs represent the approximate boundaries between soil types. Differences in stratification are likely to occur between boring locations,,and the in-situ transition between materials may be variable Soil samples recovered during the field investigation were transported to our laboratory where they were carefully logged and visually classified in accordance with ASTM methods D2487/D2488 which are based on the Unified Soils Classification System. The laboratory investigation consisted of physical and engineering property testing including: • Natural Moisture Content • Atterberg Limits 1 Durston Road Improvements NTL Engineering&Geoscience Inc. • Particle Size Distribution • Moisture-Density Relations • California Bearing Ratio Testing Testing was conducted in general accordance with ASTM or other approved procedures. Further reference to specific testing procedures is presented in the Appendix. The laboratory test results are presented on the attached Logs and Plates. All soil samples obtained during the field investigation will be retained in our laboratory for 60 days after report publication. Samples will be retained for an extended period only if notice is received prior to the 60-day limit. Site Conditions Site Geology Bozeman lies in a wide valley between the Bridger and the Gallatin Ranges. The valley is in-filled by a thin veneer of recent alluvium underlain by valley fill sediments of the Renova formation extending to significant depths. Surficial geology of the project area consists of recent alluvial deposition including clayey sand and gravel and a thin layer of lean clay near the surface. Site Seismicity Bozeman lies in the Intermountain Seismic Belt,and the 1997 Uniform Building Code maps this area in Seismic Zone 3 which is characterized by potentially major ground motion intensity. Mapping by the U.S. Geological Survey indicates bedrock accelerations of approximately 0.20g as having a 90 percent probability of non-exceedance in a given 50-year period for the Bozeman area. Surface Conditions The Durston Road reconstruction limits extend approximately from North 19" Street west to Fowler Road. Topography of the alignment is gently rolling and generally drops in elevation to the west. The area is largely residential to the south and un-developed to the north. The roadway has shallow.ditch sections along the majority of the alignment except near the intersections of Meagher Street and Valley Street along the west end of the project where a deeper drainage ditch (approximately 10 feet)occurs on the north side of the roadway. The pavement has reportedly been overlain and has undergone numerous repairs. Subsurface Conditions Subsurface materials generally consist of pavement section fill materials overlying a thin veneer of lean clay. The clay extends to depths of approximately 1.5 to 5.5 feet below the surface and is underlain predominantly by clayey gravel soil for the remainder of our drilled depths. The major material types encountered in our investigation are summarized in the following paragraphs: • Lean Clay-(with Sand/Gravel) Native lean clay materials with some sand and gravel were encountered below roadway fill in all of the borings except Boring B-14. The depth of clay extended approximately 1.5 to 2 Durston Road Improvements y NTL Engineering&Geoscience Inc. 4.5 feet below pavement grade. Consistency of the lean clay was generally stiff with Standard Penetration Testing(SPT)N-values of approximately 11 blows per foot. Moisture contents ranged from approximately 26 to 29 percent. Atterberg limits testing found Liquid Limit and Plasticity Index values of 45 and 29 percent respectively for the clay. Moisture- density testing found a maximum dry density of 111.9 pounds per cubic foot at an optimum moisture content of 16.2 percent for Standard Proctor (ASTM D698) effort. California Bearing Ratio(CBR) testing,performed at approximately 95 percent of the maximum dry density, found a CBR of 4.6 percent. • Clayey Gravel with Sand Below the pavement fill and lean clay materials,gravel soils with varying quantities of clay to sand-size particles were encountered. Relative density of the gravel was determined to be very dense as indicated by SPT N-values.of more than 50 blows per foot. Moisture contents of 2 to 5 percent were commonly found. Moisture-density testing found a maximum dry density of 128.5 pounds per cubic foot at an optimum moisture content of 10.1 percent for Standard Proctor(ASTM D698)effort. California Bearing Ratio(CBR)testing performed at approximately 95 percent of the maximum dry density found a CBR of 6.7 percent. The relatively low CBR value is not uncommon for materials with clay contents exceeding 20 percent. Groundwater Conditions Groundwater was not encountered in any of the borings during drilling; however, drilling was conducted in winter months and based on high groundwater conditions in the general project area, it is likely that seasonal groundwater levels may establish near the base of the pavement section. Numerous factors contribute to groundwater fluctuations and occurrence of seepage, and evaluation of these factors requires special study that is beyond the scope of this report. Engineering Analysis Pavement Design Flexible pavement designs have been conducted in accordance with procedures outlined in the 1993 AASHTO Guide for Design of Pavement Structures using a 20-year design period and a terminal serviceability index of P 2.0. Roadway sections have been designed based on total Equivalent Single Axle Loads (ESALs) of 1,500,000 for the design period as provided by the Morrison-Maierle. The design subgrade materials used in our analysis were selected as the near-surface lean clay and clayey gravel with sand. Moisture-density relationships were determined for both material types per ASTM D-698, and CBR samples were tested at 95 percent of the maximum dry density as applicable for subgrade construction per AASHTO specifications. CBR values of 4.6 and 6.7 3 Durston Road Improvements NTL Engineering&Geoscience,Inc. percent (See Plate Nos. 4 and 6) were used for the lean clay and clayey gravel with sand respectively. The correlation,Resilient Modulus(MR)=1500*CBR(psi),was used in determination of Structural Numbers (SN) along with a Reliability of 90 percent and Standard Deviation of 0.45. A Structural Number was also determined for an alternate subgrade improvement material consisting of 12-inch minus poorly graded gravel with sand and cobbles based on an assumed MR=15,000 psi; i.e. assuming this material would have a fines content less than 20 percent and a corresponding minimum CBR value of 10 percent. The following Structural Numbers were then determined using AASHTO design procedures: Sub,g,rade Structural Number Lean Clay 3.7 Clayey Gravel with Sand 3.2 12" Minus Subgrade Improvement Fill 2.7 Based on these Structural Numbers and materials discussed subsequently, two options have been analyzed and proposed for pavement thickness design. These options include sections designed for use with lean clay and clayey gravel with sand. Pavement alternates have also been developed for each option using poorly graded gravel with sand and cobble improved subgrades. Pavement Section Recommendations Pavement Materials Several options are available for pavement materials. The pavement sections have been designed assuming the use of conventional imported gravel base and subbase course materials with structural coefficients typically used by the Montana Department of Transportation; individual component thicknesses are provided in subsequent paragraphs based on various subgrade treatments. Provisions have also been made for the use of on-site materials including clayey gravel with sand, and locally available 12-inch minus poorly graded gravel with sand and cobbles as roadway fill materials. In recent conversations with your design team, we have been asked to consider the use of locally available 12-inch minus poorly graded gravel with sand and cobbles in the section design. As this material contains aggeragate sizes beyond the range of AASHTO and MDT accepted pavement section materials, we have limited this material to a subgrade improvement usage. A presumptive CBR value of 10 has been assigned to the material for design purposes and the Structural Number of sections utilizing the cobble material have been verified for suitability on the design subgrade by assigning a conservative structural coefficient of 0.05/inch. This material will be somewhat difficult to compact, particularly in shallow lifts, due to the cobble size particles. However,the material will likely have an added benefit as an effective capillary break between the 4 i Durston Road Improvements NTL Engineering&Geoscience,Inc. native subgrade and the pavement section. This characteristic will tend to reduce the potential for pavement section saturation as a result of capillary suction acting above a shallow groundwater table. Individual component thicknesses with the use of this material as a subgrade improvement are provided in the Pavement.Options sections. The use of asphalt millings as a portion of the subbase section can be considered if it is desirable to salvage on-site materials. The use of asphalt millings creates some difficulty in the control of field density and assignment of structural coefficient values. The pavement section alternates have not been developed for use with asphalt millings; therefore, if asphalt millings are to be used,we will provide alternate pavement sections upon request for final design. General Earthwork and Pavement Preparation The following recommendations are to be used in conjunction with pavement options provided in subsequent sections. • The removal of topsoil and other organic material, including the clearing and grubbing of surficial vegetation and roots,should be accomplished within the construction zone prior to any earthwork or foundation construction. All existing structures, pavements, culverts, sidewalks,and other obstructions to planned work should be removed prior to construction. Cavities left by obstruction removal should be backfilled with on-site clayey gravel with sand or other approved materials that are moisture conditioned to within±2 percent of the optimum moisture content, placed in uniform lifts of maximum 8 loose thickness, and compacted to 95 percent of the maximum ASTM D698 dry density. • Surface drainage should be established to direct runoff away from the construction area. The contractor should be prepared to dewater the pavement excavations in the event that groundwater or seepage is encountered. • A geotextile separation fabric should be considered between pavement materials and native subgrade to reduce the potential for degradation of subgrade caused by migration of fines into the pavement materials. If saturated subgrade conditions are encountered in the excavations,a fabric is strongly recommended to aid in placement of subgrade improvement materials or pavement structure materials. The geotextile should be selected to conform to the following specifications for medium survivability(MDT Standard Specifications,Table 7.13-1). Reported specifications are Minimum Average Roll Values (MARV). Grab Strength: ASTM.D4632 180 lbf Tear Strength: ASTM D4533 70 IV Puncture Strength: ASTM D4833 70 lbf Grab Elongation: ASTM D4632 <50% Apparent Opening Size: No.40 Sieve(maximum) • The stability of construction excavations and associated worker safety are the responsibility of the contractor in accordance with current OSHA regulations; this responsibility may 5 Durston Road Improvements NTL Engineering&Geoscience,Inc. require design by a registered professional engineer. Based on the predominant soil types encountered during our investigation,temporary construction excavations to be planned in accordance with OSHA provisions should assume Type B material conditions for native soils and Type C conditions for fill soils above the groundwater level. Slope flattening/bracing and dewatering should be anticipated below groundwater level. Actual subsurface conditions at the time of excavation should be observed by a geotechnical engineer to determine whether slope flattening, bracing or other stabilization is necessary due to seepage or other unexpected conditions. • In preparation for base/subbase courses, the subgrade,should be scarified, disked, or otherwise mechanically reworked to a depth of 6 inches to allow moisture adjustment. If moisture adjustment in areas where moisture contents are considerably above optimum cannot be attained, geotextile reinforcement should be considered in conjunction with the selective subexcavation and additional base/subbase gravel to provide suitable support at subgrade level. Any areas where rutting, yielding, or other non-uniform subgrade performance is observed, should be repaired and improved as recommended by a geotechnical engineer. Pavement Option ]—Lean Clay Subgrade Alternate pavement sections for Option 1 are based on a controlling subgrade of lean clay. We have assumed that one of the Alternates provided below will be selected as a single pavement section to be utilized along the entire reconstruction alignment for Durston Road. This option would eliminate the need to estimate the extent(station-to-station classification) of lean clay and clayey gravel subgrade materials for different pavement sections. This would also make project material costs easier to estimate and reduce the need for geotechnical observation to verify subgrade condition limits during construction. Based on assumptions stated in the Engineering Analysis,the following alternate pavement sections are appropriate for the lean clay subgrade. Option 1 Pavement Section Alternates Component Alternate 1 Alternate 2 Alternate 3 Alternate 4tAlternate 5t Alternate 6t (in) (in) (in) (in) (in) (in) Asphalt 3 4 4 3 4 4 Base 8 6 20 14 12 4 Subbase 20 19 0 0 0 .09 Improved Subgradet(minimum) — — — 24 24 24 Total Section Thickness 31 29 24 41 40 42 SN of Section 3.75 3.75 3.72 2.67 2.76 2.7 Alternates 1 through 3 assume the use of conventional base course and subbase course gravel selected from specifications given in the Appendix. (Alternates 4 through 6 also assume the use of conventional base and subbase course materials and are intended to be used in conjunction with the available 12-inch minus poorly graded gravel with sand and cobbles as a subgrade improvement material. The nominal improvement zone must contain a minimum 2-foot thickness of the 12-inch 6 Durston Road Improvements NTL Engineering&Geoscience,Inc. minus material. Structural Numbers given for these sections do not consider the improved subgrade as part of the section for structural calculation. Pavement Option 2—Clayey Gravel with Sand Subgrade Option 2 is based on the clayey gravel with sand Subgrade. This option may be used in conjunction with alternates presented for Option 1 if a station-by-station specification for pavement -- section thickness is to be used, or it may be universally applied along the entire project alignment under the strict condition that all lean clay materials are removed from the subgrade. A fence diagram(Plate 7)showing boring strata,location,and elevation has been provided in the Appendix to assist in developing station-by-station section recommendations if that methodology is desired. This option will require thorough geotechnical observation to verify that lean clay removal and subgrade conditions are reasonably consistent with our analysis and recommendations. The pavement excavation will likely be irregular in depth once the full extent of lean clay materials has been removed. This non-uniformity can be leveled to the foundation base elevation with properly compacted,on-site clayey gravel with sand or the 12-inch minus poorly,graded gravel with sand and cobbles. The following pavement section alternates are appropriate only for native clayey gravel subgrade conditions. Component Alternate 1 Alternate 2 Alternate 3 Alternate 4t Alternate 5t Alternate 6t (in) (in) (in) (in) (in) (in) Asphalt 3 4 4 3 4 4 Base 8 6 16 14 12 4 Subbase 14 13 0 0 0 10 Improved Subgradet(minimum) — — — 12 12 12 Total Section Thickness 25 23 20 29 28 30 SN of Section 3.21 3.21 3.24 2.67 2.76 2.7 Alternates 1 through 3 assume the use of conventional base course and subbase course gravel selected from specifications given in the Appendix. 'Alternates 4 through 6 also include conventional base and subbase course materials and are intended to be used in conjunction with the available 12-inch minus poorlygraded gravel with sand and cobbles as a subgrade improvement material or general site fill to raise the pavement section base elevation to a consistent level for pavement section construction. If the 12-inch minus material is used as a subgrade improvement in the case ofAlternates 4 through 6, a nominal improvementzone with a minimum 1 foot thickness of the 12-inch material must be placed across the entire site. Structural Numbers given for these sections do not consider the improved subgrade as part of the section for structural calculation. It is our understanding that storm drainage capacities in the general project area are limited, and therefore,pavement drainage is generally.not specified for projects in this area. Our analysis has not included drainage provisions; however, we will supply drainage recommendations upon request. Subgrade drainage would improve support characteristics of the pavement section and would tend to reduce some frost heave potential. 7 Durston Road Improvements NTL Engineering&Geoscience,Inc. Continuing Services If changes in traffic loading or material selection are made during the design, our geotechnical engineer should assist in developing appropriate design parameters. Geotechnical observation should be provided during the earthwork and foundation phases of the project. These geotechnical services should ascertain that subsurface conditions are reasonably consistent with _those determined by our investigation, and should ascertain that construction materials and placement are as recommended herein. Conclusion The foregoing recommendations present our initial geotechnical input for design and construction of the project. In order for these recommendations to be properly incorporated in the subsequent design and construction stages we recommend that our geotechnical and construction materials engineering staff remain involved with the project to ascertain that our recommendations have been properly interpreted both during design and construction. These services will reduce the potential for misinterpretation of subsurface conditions and geotechnical design recommendations that are important in the preparation of project plans, specifications, and bid documents. NTL is a member of the Association of Engineering Firms Practicing in the Geosciences (ASFE), which is a professional organization whose purposes include the reduction of potential liabilities to member firms and project owners by quality-based engineering selection and positive owner-engineer interaction during the design and construction processes. Attached in the Appendix is an information sheet regarding geotechnical engineering reports and their limitations prepared by ASFE. 8 Durston Road Improvements NTL Engineering&Geoscience,Inc. Limitations This report has been prepared in accordance with generally accepted geotechnical engineering practices in this area solely for use by the client for design purposes and is not intended as a construction or bid document representing subsurface conditions in their entirety. The conclusions and recommendations presented are based upon the data obtained during the investigation as applied to the proposed site grading and construction details discussed in this report. The:nature and extent of variations between the borings may not become evident until construction. If variations are then exposed,it will be necessary to reevaluate the recommendations of this report. If changes in the concept, design data, or location of the project are planned, the recommendations contained in this report shall not be considered valid unless the changes are reviewed by our geotechnical engineer,and the recommendations of this report modified or verified in writing. Prepared By: Jon/J. Hepfner, P. . Geotechnical Engineer Reviewed By:� 017 ` uinn,P.E. Sr. Geotechnical Engineer 9 INFORMATIONIIVWORTANT ABOUT YOUR REPORTENGINEERING As the client of a consulting geotechnical engineer,you MOST GEOTECHNICAL FINDINGS ARE should know that site subsurface conditions cause more PROFESSIONAL JUDGMENTS construction problems than any other factor.ASFE/fhe Site exploration identifies actual subsurface conditions Association of Engineering Firms Practicing in the only at those points where samples are taken.The data Geosciences offers the following suggestions and were extrapolated by your geotechnical engineer who observations to help you manage your risks. then applied judgment to render an opinion about overall subsurface conditions.The actual interface A GEOTECHNICAL ENGINEERING REPORT IS BASED between materials may be far more gradual or abrupt ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS than your report indicates.Actual conditions in areas Your geotechnical engineering report is based on a not sampled may differ from those predicted in your subsurface exploration plan designed to consider a report. While nothing can be done to prevent such unique set of project-specific factors.These factors situations,you and your geotechnical engineer can work typically include:the general nature of the structure together to help minimize their impact. Retaining your involved,its size,and configuration;the location of the geotechnical engineer to observe construction can be structure on the site;other improvements, such as particularly beneficial in this respect. access roads,parking lots,and underground utilities; and the additional risk created by scope-of-service A REPORT'S RECOMMENDATIONS limitations imposed by the client.To help avoid costly CAN ONLY BE PRELIMINARY problems, ask your geotechnical engineer to evaluate The construction recommendations included in your how factors that change subsequent to the date of the geotechnical engineer's report are preliminary, because report may affect the report's recommendations. they must be based on the assumption that conditions revealed through selective exploratory sampling.are Unless your geotechnical engineer indicates otherwise, indicative of actual conditions throughout a site. do not use your geotechnical engineering report: Because actual subsurface conditions can be discerned only during earthwork,you should retain your geo- • when the nature of the proposed structure is technical engineer to observe actual conditions and to changed, for example, if an office building will be finalize recommendations.Only the geotechnical erected instead of a parking garage,or a refrigerated engineer who prepared the report is fully familiar with warehouse will be built instead of an unrefrigerated the background information needed to determine one; whether or not the report's recommendations are valid • when the size, elevation,or configuration of the and whether or not the contractor is abiding by appli- proposed structure is altered; cable recommendations.The geotechnical engineer who • when the location or orientation of the proposed developed your report cannot assume responsibility or structure is modified; liability for the adequacy of the report's recommenda- • when there is a change of ownership; or tions if another party is retained to observe construction. • for application to an adjacent site. GEOTECHNICAL SERVICES ARE PERFORMED Geotechnical engineers cannot accept responsibility for FOR SPECIFIC PURPOSES AND PERSONS problems that may occur if they are not consulted after Consulting geotechnical engineers prepare reports to factors considered in their report's development have meet the specific needs of specific individuals.A report changed. prepared for a civil engineer may not be adequate for a construction contractor:or even another civil engineer. SUBSURFACE CONDITIONS CAN CHANGE Unless indicated otherwise,your geotechnical engineer A geotechnical engineering report is based on condi- prepared your report expressly for you and expressly for tions that existed at the time of subsurface exploration. purposes you indicated.No one other than you should Do not base construction decisions on a geotechnical apply this report for its intended purpose without first engineering report whose adequacy may have been conferring with the geotechnical engineer.No party affected by time.Speak with your geotechnical consult- should apply this report for any purpose other than that ant to learn if additional tests are advisable before originally contemplated without first conferring with the construction starts.Note,too,that additional tests may geotechnical engineer. be required when subsurface conditions are affected by construction operations at or adjacent to the site,or by GEOENVIRONMENTAL CONCERNS natural events such as floods,earthquakes, or ground ARE NOT AT ISSUE water fluctuations.Keep your geotechnical consultant Your geotechnical engineering report is not likely to apprised of any such events. relate any findings,conclusions,or recommendations about the potential for hazardous materials existing at mates was not one of the specific purposes for which it the site.The equipment,techniques,and personnel was prepared.In other words,while a contractor may used to perform a geoenviron mental exploration differ gain important knowledge from a report prepared for substantially from those applied in geotechnical' another party,the contractor would be well-advised_ to engineering.Contamination can create major risks.If discuss the report with your geotechnical engineer and you have no information about the potential for your to perform the additional or alternative work that the site being contaminated,you are advised to speak with contractor believes may be needed to obtain the data your geotechnical consultant for information relating to specifically appropriate for construction cost estimating geoenvironmental issues. purposes.)Some clients believe that it is unwise or unnecessary to give contractors access to their geo- A GEOTECHNICAL ENGINEERING REPORT IS _ -technical engineering reports because they hold the SUBJECT TO MISINTERPRETATION mistaken impression that simply disclaiming responsi- Costly problems can occur when other design profes- bility for the accuracy of subsurface information always sionals develop their plans based on misinterpretations insulates them from attendant liability.Providing the of a geotechnical engineering report.To help avoid best available information to contractors helps prevent misinterpretations,retain your geotechnical engineer to costly construction problems.It also helps reduce the work with other project design professionals who are adversarial attitudes that can aggravate problems to affected by the geotechnical report.Have your geotech- disproportionate scale. nical engineer explain report implications to design professionals affected by them,and then review those READ RESPONSIBILITY CLAUSES CLOSELY design professionals'plans and specifications to see Because geotechnical engineering is based extensively how they have incorporated geotechnical factors. on judgment and opinion,'it is far less exact than other Although certain other design professionals may fam- design disciplines.This situation has resulted in.wholly iliar with geotechnical concerns,none knows as much unwarranted claims being lodged against geotechnical about them as a competent geotechnical engineer. engineers.To help prevent this problem,geotechnical engineers have developed a number of clauses for use in BORING LOGS SHOULD NOT BE SEPARATED their contracts, reports,and other documents.Responsi- FROM THE REPORT bility clauses are not exculpatory clauses designed to Geotechnical engineers develop final boring logs based transfer geotechnical engineers'liabilities to other - upon their interpretation of the field logs(assembled by parties.]nstead,they are definitive clauses that identify site personnel)and laboratory evaluation of field where geotechnical engineers'responsibilities begin and samples.Geotechnical engineers customarily include end.Their use helps all parties involved recognize their only final boring logs in their reports.Final boring logs individual responsibilities and take appropriate action. should not under any circumstances be redrawn for Some of these definitive clauses are likely to appear in inclusion in architectural or other design drawings, your geotechnical engineering report.Read them because drafters may commit errors or omissions in the closely.Your geotechnical engineer will be pleased to transfer process.Although photographic reproduction give full and frank answers to any questions. eliminates this problem,it does nothing to minimize the possibility of contractors misinterpreting the logs during RELY ON THE GEOTECHNICAL ENGINEER bid preparation.When this occurs, delays,disputes,and FOR ADDITIONAL ASSISTANCE, unanticipated costs are the all-too-frequent result. Most ASFE-member consulting geotechnical engineer- ing firms are familiar with a variety of techniques and To minimize the likelihood of boring log misinterpreta- approaches that can be used to help reduce risks for all tion,give contractors ready access to the complete parties to a construction project, from design through geotechnical engineering,report prepared or authorized construction.Speak with your geotechnical engineer not for their use. (If access is provided only to the report, only about geotechnical issues,but others as well,to prepared for you,you should advise contractors of the learn about approaches that may be of genuine benefit. report's limitations,assuming that a contractor was not You may also wish to obtain certain ASFE publications. one of the specific persons for whom the report was Contact a member of ASFE.of ASFE for a complimentary prepared and that developing construction cost esti- directory of ASFE publications. kA C THE ASSOCIATION OF A FEPRACT FIRMS CI NEERING ING IN HE GEOSCIENCES 8811 COLESVILLE ROAD/SUITE GI06/SILVER SPRING,MD 20910 TELEPHONE:301/565-2733. FACSIMILE: 301/589-2017 Copyright 1992 by ASFE,Inc.Unless ASFE grants specific permission to do so,duplication of this document by any means whatsoever is expressly prohibited. Re-use of the wording in this document,in whole or in part,also is expressly prohibited,and may be done only with the express permission of ASFE or for purposes of review or scholarly research. BPC0592A/3.5M EXPLANATION OF FIELD INVESTIGATION METHODS Prior to drilling and sampling of subsurface materials,a preliminary field reconnaissance was conducted to verify utility clearance,note surface drainage patterns,and identify pertinent geologic features that may have bearing on analysis. The preliminary reconnaissance includes literary review of geology and soils-related problems identified for other sites nearby or for similar expected soil conditions. Boring locations and planned depths are reviewed based on this reconnaissance. The drilling program was conducted using a Mobile B-59 truck mounted drill rig with 4-1/4 inch hollow-stem auger equipment and either smooth-blade or tri-cone rock bits. The hollow-stem augers serve as a casing for the boring and allow sample recovery by Standard Penetration Testing (SPT), ring sampling using a modified California Sampler, and by using thin-walled steel tube (Shelby Tube). The soils are continuously logged by an engineer or geologist and classified by visual examination in accordance with the Unified Soils Classification System;observation and grab sampling of auger cuttings is necessary to completely log the boring. Groundwater levels and seepage zones were noted as encountered and measured in the hollow-stem augers once stabilized. Slotted PVC observation wells may be installed to record long-term groundwater levels. Samples of soils are taken at frequent intervals in the boring typically by SPT methods. The SPT testing was conducted in general accordance with ASTM D 1586 using a split spoon sampler with a 2-inch outside diameter driven 18 inches into the soil by dropping a 140-pound hammer 30 inches. The total number of hammer blows required to advance the sampler the second and third 6-inch increments is the standard penetration resistance,or N-value. Split spoon samples were also recovered using a larger sampler having an outside diameter of 3-inches. NTL ENGINEERING AND GEOSCIENCE,INC., PO BOX 3269, GREAT FALLS,MT 59403 EXPLANATION OF LABORATORY TESTING PROGRAM California Bearing Ratio The California Bearing Ratio test, CBR, is conducted in general accordance with the procedures of ASTM D 1883-87. The testis performed on a subgrade soil sample that has been compacted to 95 percent of the maximum dry density per ASTM D698, and allowed to soak in water for a three-day period in a standard 6-inch diameter mold. A surcharge weight of 10 pounds (50 psf) is maintained on the sample during the soaking period to simulate the pressure that will exist on the subgrade due to the pavement structure. This pressure will tend to reduce swell and increase bearing capacity similar to the.pavement. After the soaking period, any swelling of the sample is measured, and the bearing test performed by forcing a piston.with an end area of three square inches into the sample while measuring stress and strain (penetration). The data is then compared with similar standardized results for tests on high-quality crushed aggregate. The bearing ratio is typically determined by comparing the stress required for 0.1-inch penetration of the soil sample versus the standard 1000 psi stress required for the same penetration of the crushed aggregate. Proctor The moisture-density relationship was determined in accordance with ASTM D698, also known as the Standard Proctor Compaction Test. The laboratory test supplies compaction energy to the soil in a mold by the impact of a 5.5 pound hammer dropped a distance of 12 inches. From this test, the maximum dry density and optimum moisture content can be determined for a specified energy imparted to the soil for purposes of comparing in-place field densities and moisture contents. Soil Index Testing This testing includes water content as a percent of dry soil weight representative of in situ conditions in general accordance with the procedures ofASTM D2216,and may include one or more of the following:Atterberg Limits(soil plasticity determined by the moisture range through which a soil passes from a plastic to liquid consistency)in accordance with ASTM D4318,grain size distribution indicating the percent by weight of clay, silt, sand,and gravel comprising the soil aggregate per ASTM D421/422,and the grain size distribution of silt and clay-size material by the procedure of ASTM D 1140. The results of these tests have been presented on the Logs as well as the,accompanying Plates. NTL ENGINEERING AND GEOSCIENCE,INC., PO BOX 3269, GREAT FALLS,MT 59403 LVVI Vl` LVl\ll\V y�1G page 1 of 1 A PROJECT: Durston Road Improvements LOCATION: E 4,766 N 2,430 EMMERM CEOSCENCs E.rvc Bozeman, Montana JOB NO.: 02-306 SURFACE ELEVATION: 4763.8 DRILLING Mobile B-59 4-1/4" Hollowstem Auger GROUNDWATER DEPTH: - none observed METHOD: 1 DRILLER: Boland Drilling ,- DATE STARTED -.._1/14/02.,,.. -- L000ED BY: J. Hepfner DATE COMPLETED: 1/14/02 LABORATORY TEST DATA zW OH U E w do El ? H E �, MATERIAL x n - -- H dp ao x 3 HwvA a V CLASSIFICATION AND DESCRIPTION z ] - H 0 x a ow O a ao w ca vi w ° H a z >4 Hw > H W A W a d H a s a O w cn U 0.2 — LSK TOPSOIL Organic Matter 41 22 63 17 20 FILL,Clayey Gravel with Sand,dense,moist, subround gravel,brown 3.5 Lean CLAY,stiff,moist,trace sand,brown (CL) 5 SSS 65/0.9 26 5.6 Clayey GRAVEL with Sand,very dense,saturated, subrounded gravel,brown GC End of Boring B-12 @ 5.9' 10 "SAMPLE TYPE KEY: ®SSS - STANDARD SPLIT SPOON(SPT) REMARKS 8 LSS - LARGE SPLIT SPOON m ST - SHELBY TUBE O RS - RING SAMPLE SK - SACK SAMPLE LVV Vl LV1V.1\V L' lll(1 A page 1 of 1 A n PROJECT: DArston Road Improvements LOCATION: Not Included in Survey ^ EM6EERM& cEosaErucenc Bozeman, Montana JOB NO.: 02-306 SURFACE ELEVATION: N/R DRILLING Mobile B-59 4-1/4" Hollowstem Auger GROUNDWATER DEPTH: Q none observed METHOD: DRILLER: Boland Drilling DATE STARTED: 1/16/02 LOGGED BY: J. Hepfner DATE COMPLETED: 1/16/02 LABORATORY TEST DATA zw O U w W do E 9+ ^ H E ^ w a �' MATERIAL H z w ca ao U ow =� ^ ^ H w •E-4 CO CLASSIFICATION AND DESCRIPTION Ei z w U H W dP H W w w W '-' ° yHn� Ewi Q a Oa H ai A M E-4 >+ W Ei m H W W °4 �» O a v a H H H ca m a °4 U ca a s cn rn U 0.3 TOPSOIL Organic Matter FILL,Clayey Gravel with Sand,medium dense, slightly moist,subround gravel,brown 1.5 Lean CLAY with Gravel,stiff,moist,brown (CL) 2.5 LSK Clayey GRAVEL with Sand,very dense,saturated, 40 23 50 26 24 brown (GC) 5 1 End of Boring B-12a @ 8.0' 10 "SAMPLE TYPE KEY: ®SSS - STANDARD SPLIT SPOON(SPT) REMARKS e LSS - LARGE SPLIT SPOON m ST - SHELBYTUBE RS - RING SAMPLE 0 SK - SACK SAMPLE .Lull UP 1 UkUIV1i 13-IJ page 1 of 1 n A PROJECT: Durston Road Improvements LOCATION: E 6,210'N 2,429 See Site Plan A EMj\EERW& GFOSCe4CE,W Bozeman,Montana. - JOB NO.: 02-306 SURFACE ELEVATION: 4767.6 DRILLING Mobile B-59 4-1/4" Hollowstem Auger GROUNDWATER DEPTH: -7 none observed METHOD: z DRILLER: Boland Drilling DATE STARTED: LOGGED BY: J. Hepfner DATE COMPLETED: 1/14/02 LABORATORY TEST DATA _ U Ey _ z w �a N >-4 Ea E~ 11 4 x �MATERIAL -- H doao w a CLASSIFICATION AND DESCRIPTION H z w U A °= H x a do as x o H 4 ° a W H H W A a+ � P E-+ W W H W a s W ,� H Ey a H rn A Cz�1 E i >d+ W Ei E+ W W LYl O 0x -1 H H ca a x `" U ca a s FILL,Clayey Gravel with Sand,medium dense, moist,subround to subangular gravel,brown 1.8 Gravelly Lean CLAY with Sand,very stiff,moist, brown(CL) 3. Clayey GRAVEL with Sand,very dense,moist, subround gravel,caliche coating on gravel,brown (GC) 5 SSS 50/0.4 3 less clay,larger gravel 10 SSS 50/0.3 4 End of Boring B-13 @ 10.3' "SAMPLE TYPE KEY: ®SSS - STANDARD SPLIT SPOON(SPT) REMARKS B LSS - LARGE SPLIT SPOON m ST - SHELBYTUBE LJ RS - RING SAMPLE 0 SK - SACK SAMPLE Lvv yr DVrul�V D-1'F A ©- page 1 of 1 n PROJECT: Durston Road Improvements LOCATION: E 7,705 N 2,444 See Site Plan AE c` XF-W Bozeman, Montana JOB NO.: 02-306 SURFACE ELEVAT4ON: 4769.E DRILLING Mobile B-59 4-1/4" Hollowstem Auger GROUNDWATER DEPTH: 2 none observed_ METHOD: 1 DRILLER: Boland Drilling DATE STARTED: 1/14/02 LOGGED BY: J. Hepfner DATE COMPLETED: 1/14/02 LABORATORY TEST DATA z OH U H W dp H y+ H H w MATERIAL kl w o w CLASSIFICATION AND DESCRIPTION H z w U A H x a x x a w E+ rn H � W A a A H e- E4 w H W C4 a W M �- H a H En A dd, zA E+ � W H En E-E W w A O fx a H H (x H A v) 04 �" U A a a C7 V1 dI U FILL,Silty Gravel with Sand,medium dense, moist, subround to subangular gravel,brown 1. Clayey GRAVEL with Sand,very dense,moist, subround to subangular gravel,caliche coating on gravel,brown (GC) LSS 50/0.4 5 5 1 SSS 82/0.9 4 End of Boring B-14 @ 5.9' 10 *SAMPLE TYPE KEY: ® SSS - STANDARD SPLIT SPOON(SPT) REMARKS B LSS - LARGE SPLIT SPOON m ST - SHELBYTUBE ® RS - RING SAMPLE SK - SACK SAMPLE i,UcY yr 1$UXIINU 1$-1' --, + page 1 of 1 A PROJECT: Durston Road Improvements LOCATION: E 8,939 N 2,457 See Site Plan ^ EnerPoruc s cEOMENCE,ruc Bozeman,Montana JOB NO.: 02-306 SURFACE ELEVATION: 4766.7 DRILLING Mobile B-59 4-1/4" Hollowstem Auger GROUNDWATER DEPTH: 4 none observed METHOD: 1 DRILLER: Boland Drilling DATE STARTED: 1/14/02 LOGGED BY: J. Hepfner DATE COMPLETED: 1/14/02 LABORATORY TEST DATA w O U E, w ao EH �H d MATERIAL H H x � o a w H H g CLASSIFICATION AND DESCRIPTION W A w H H w w ow aoCP E W a+ a W H Ot H rn A W zA E+ y� w H E- w w pq O Q' t-1 H H F4 H ca u2 a 01. U Q a s cn FILL,Clayey Gravel with Sand,medium dense, moist,subround to subangular gravel,brown 1'5 LSK Lean CLAY with Sand,stiff,moist,brown (CL) 45 29 15 33 52 3. Clayey GRAVEL with Sand,very dense,moist, subround gravel,caliche coating on gravel,brown (GC) 5 sss 50/0.5 3 End of Boring B-15 @ 5.5' 10 *SAMPLE TYPE KEY: ®SSS - STANDARD SPLIT SPOON(SPT) REMARKS B LSS - LARGE SPLIT SPOON m ST - SHELBY TUBE O RS - RING SAMPLE 0 SK - SACK SAMPLE Luis Ur Dvl' INU 15-10 ^ I page 1 of 1 ENCiVEEPoNC& PROJECT: Durston Road Improvements LOCATION: E 10,050 N 2,469 See Site Plan CEO.C�NCE.- Bozeman, Montana JOB NO.: 02-306 SURFACE ELEVATION: 4769.7 DRILLING Mobile B-59 4-1/4" Hollowstern Auger GROUNDWATER DEPTH: Q none observed METHOD: T DRILLER: Boland Drilling DATE STARTED: 1/14/02 LOGGED BY: J. Hepfner DATE COMPLETED: 1/14/02 LABORATORY TEST DATA zw 0 U H oW H r+ w a H w MATERIAL a -- _ H H w 0 w H CLASSIFICATION AND DESCRIPTION w A w H H H w w ow ao w Hai H ww � o z � V a �' z 5 A a A cn as U na a a '-' FILL,Clayey Gravel with Sand,medium dense, moist,subround to subangular gravel,brown LSS 37 21 2.7 FILL,Lean Clay with Gravel,very stiff,moist, some organic debris,dark brown 22 SSS 11 19 3.8 Lean CLAY with Sand,stiff,slightly moist to moist,silt zones,light brown (CL) 5 5.3 SSS 82/0.9 Clayey GRAVEL with Sand,very dense,moist, subround gravel,caliche coating on gravel,brown (GC) 10 SSS 78 2 End of Boring B-16 @ 11.5' *SAMPLE TYPE KEY: ®SSS - STANDARD SPLIT SPOON(SPT) REMARKS 8 LSS - LARGE SPLIT SPOON m ST - SHELBY TUBE 0 RS - RING SAMPLE 0 SIK -SACK SAMPLE 70 60 CL CH 50 z 40 H U H 30 a 20 1000 ML �H 10 CL-ML 0 0 20 40 60 80 100 LIQUID LIMIT(LL) Specimen Identification LL PL PI Fines Classification • B-12 0.0 41 19 22 19.7 Clayey Gravel With Sand GC m B-12a 2.5 40 17 23 24.0 Clayey Gravel With Sand GC ♦ B-15 1.5 45 16 29 51.8 Sandy Lean Clay With Gravel CL -- PROJECT Durston Road Improvements JOB NO. 02-306 Bozeman,Montana DATE 3/14/02 ATTERBERG LIMITS NTL Engineering&Geoscience, Inc. Plate No. 1 Great Falls, MT 59405 U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 6 4 z 1,5 1 314 1/2 3/8 3 4 6 810 1416 20 30 40 50 70100140 200 100 90 80 70 x 60 x50 z w 40 30 20 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND coarse I fine 1coarsel medium fine 1 SILT OR CLAY 1 7 Specimen Identification Classification MC% LL PL PI Cc Cu • B-12 0.0 Clayey Gravel With Sand GC 41 19 22 m B-12a 2.5 Clayey Gravel With Sand GC 40 17 23 B-15 1.5 Sandy Lean Clay With Gravel CL 45 16 29 Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt I %Clay 01 B-12 0.0 50.00 16.15 1.148 63.0 17.3 19.7 m B-12a 2.5 75.00 8.60 0.282 50.2 25.8 24.0 A B-15 1.5 37.50 0.25 15.1 33.1 511 i PROJECT Durston Road Improvements JOB NO. 02-306 Bozeman, Montana DATE 3/14/02 GRADATION CURVES NTL Engineering&Geoscience,Inc. Plate No. 2 "` Great Falls,MT 59405 Job No. 02-306 Date 3/14/02 Project Durston Road Improvements Bozeman, Montana Source of Material Lab No. Point ID and Depth B-12 0.0 Description of Material CLAYEY GRAVEL with SAND GC Test Method ASTM D698 Rammer Type Manual,5.5# TEST RESULTS ATTERBERG LIMITS Maximum Dry Density 128.5PCF LL PL PI Optimum Water Content 10.1%. 41% 19% 22% 140 Curves of 100% Saturation For Specific Gravity Equal to: 136 ----- 2.60 2.70 132 2.80 0 0 w -2128 �124 0 a H120 z �116 Q 112 108 104 100 6 8 10 12 14 16 18 20 WATER CONTENT(Percent Dry Weight) MOISTURE-DENSITY RELATIONSHIP NTL Engineering& Geoscience, Inc. Plate No.3 Great Falls,MT 59405 I I 250 E 200 -- _ ' � I 150 I - ---- I I 100 i I I i i I fix. I i Recorded i I 50 - — - — I Corrected i 0 0.1 0.2 0.3 0.4 . 0.5 Penetration (in) California Bearing Ratio @ 0.2 inch penetration: 6.7 (corrected) Specimen Identification: Composite 13-12(0.2-3.5)and 13-12a(2.5-8.0) Visual Classification: Clayey Gravel with Sand GC Before Soaking: After Soaking: Moisture Content(%): 10.1 Moisture Content(%): 10.5 Swell(%): 0.1 Wet Density(pcf,kN/m^3): 134.1 21.1 Wet Density(pcf,kN/m^3): 134.3 21.1 Surcharge(lb): 10.0 Dry Density(pcf,kN/m^3): 121.8 19.1 Dry Density(pcf,kN/m^3): 121.6 19.1 %of Max Dry Density: 94.8 MC Top 1"Layer(%): 10.7 Project Durston Road Improvements Job No. 02-306 Bozeman,MT Date 03/14/02 CALIFORNIA BEARING RATIO TEST ems NTL Engineering and Geoscience Plate No. 4 Great Falls,Montana Job No. 02-306 Date 3/14/02 Project Durston Road Improvements Bozeman,Montana Source of Material Auger Cuttings from B-15 Lab No. Point ID and Depth B-15 1.5 Description of Material SANDY LEAN CLAY with GRAVEL CL Test Method ASTM D698 Rammer Type Manual,5.5 # TEST RESULTS ATTERBERG LIMITS Maximum Dry Density 1119PCF LL PL PI Optimum Water Content 16.2% 45% 16% 29% 140 Curves of 100% Saturation For Specific Gravity Equal to: 136 2.70 132 2.80 6 0 w 128 U b124 0 p, F120 W �­l 16 a 112 108 • 104 100! 6 8 10 12 14 16 18 20 WATER CONTENT(Percent Dry Weight) MOISTURE-DENSITY RELATIONSHIP NTL Engineering& Geoscience, Inc. Plate No.5 Great Falls, MT 59405 120 . T ---- - -1 � I I 100 - 80 " ------ 1--- -- + i i 60 -- _.. - i ii — r- Recorded I 20 -- _ Corrected _ Q -- ---- --L—�_—�---- ---.L—.. --- ----------- .... 0 0.1 0.2 0.3 0.4 0.5 Penetration (in) California Bearing Ratio @ 0.2 inch penetration: 4.6 (corrected) Specimen Identification: 13-15, 1.5-3.0 Visual Classification: Sandy Lean Clay with Gravel CL Before Soaking: After Soaking: Moisture Content(%): 16.7 Moisture Content(%): 17.1 Swell(%): 0.4 Wet Density (pcf,kN/m^3): 123.4 19.4 Wet Density(pef,kN/m^3): 123.4 19.4 Surcharge(lb): 10.0 Dry Density(pcf,kN/m^3): 105.8 16.6 Dry Density(pcf,kN/m^3): 105.4 16.6 %of Max Dry Density: 94.6 MC Top 1"Layer(%): 20.3 Project Durston Road Improvements Job No. 02-306 Bozeman,MT Date 03/14/02 ^^ -� CALIFORNIA BEARING RATIO TEST ^n encac NTL Engineering and Geoscience Plate No. 6 �. Great Falls,Montana O O W n tD LO R M N O O tb n r tD (D (D to (O (D to (D tLD to N In in n n n n � n n r` r- n n n n C R V V R V V V V •R V s{ C .O LU O < Cf) Q J Q N t4 d O > 0 o C U o O o to : n N trn Lri L LLij E O - o U p p o o E c . O to co p o iv C/) F- o _.-.--•-:--•__-•------__._:.._.____�__________________________ ______ _____ _................. ..... -____-' M -= -:-. -; U W ' O � o � - ; • nm o _-- r _____--• r.________� __--_-...._.._s__® O r_ v O U CD U C O O N Ln _.__-__'_--_---_—•__•••--.-_•_•__- .--_-•___________ _____ _._._ ..... _ ._-_. ..__ . LL O to to to M (h O N (D CO (D (D O W n N n N N N er O q O C_ O CD ot•-t > •--- -- --------- -�----------- ----- ----- ----- ------ ------ ------• OT O O � O O L V n V r�O OO 1 N (D N CD d O d d r4 Vm () m N Z N N N N o m Q a ca 00 : : : : : : : : : : W _....__....�_.__.. Lf) U J cc z w G O O U N N Z zQO c > i° > o o °- u Q, c LL o o - o m D ------- ---- ---- ---- ----- -•--- ------- ------ .... --- • c wa -1 0: -Ir w mkm- O MN pp � ----------------- t^1- ----r------------------r---------------------------- ---' ------- ------ ....... tO .m w rn M 0) LQLQ ® ® a tri o tri Uri �o p 0 0 00 - ----• - ------- - 0 00 (D tO n n of rn rn (6 6 W (D t0 (O tD O n n n n n OW LO : N Ln tpO W N DMj D a 0 n ro O tYt - O Of n O -.------.-------_.,.-------_---------___________________7 _••_---.___•_-_-:-.-_--_ __.-. -_-._ -••-_ _.._._. p Z �•N N N N N 4 N 0 N M V LO O D mmmoimm O to co n t0 n v M (N O 0) co n t` (D t0 w (D (O (D tD (D (D ID N to LO t- n n n to ti rl n n n n r r1 v v c v v v v v v v v v a UOi}enaJ=l MOM 100'"UN fdE)'9O£ZO£3ON3d RECOMMENDED SPECIFICATIONS FOR FLEXIBLE PAVEMENT MATERIALS 1. AQgreizate Base Course(MT Public Works Specification] Screen or 3/4-Inch 1-1/2-Inch Sieve Size Percent Passinsz Percent Passing 1-1/2" 100 1" 95 - 100 3/4" 100 1/2" --- 45 - 80 No. 4 40 - 70 25 - 60 No. 10 25 - 55 25 - 55 No. 200 2 - 10 0 - 8* Mechanically Fractured Faces, one or more on plus No. 4 aggregate, % minimum 50* 50* *Deviates from the MT. Public Works Specification. In addition to the gradation presented above,aggregate base course quality should conform to the MT.Public Works Specification, Crushed Base Course, Section 02235, Subsection 02. 2. Asphaltic Concrete Aggregate (MT Public Works Specification 02503) Asphalt Concrete Surfacing Percent Passing Screen or Sieve Size Type B Grading Requirements 3/4" 100 1/2" 80 - 100 3/8" 70 - 90 No. 4 45 - 65 No. 10 32 - 45 No. 40 15 - 25 No. 200 4 - 10 In addition to the grading requirements shown, the aggregate quality should conform to the applicable portions of the MT. Public Works Specifications, Section 02232, Aggregates for Surfacing and Asphalt Plant Mixes and the requirements of MT. Public Works Specification 02503, Hot Plant Mix Asphalt Concrete. 3. Asnhalt Concrete Mix Designs Asphalt concrete mix designs should be provided by the contractor, or materials supplier, and should meet the following requirements, consistent with the MT.Public Works Specification Section 02503, Hot Plant Mix Asphalt Concrete: Property Test Method Specifications Stability, pounds, minimum ASTM D1559* 1200 min. Flow, 1/100 Inch Units ASTM D1559* 8 - 18 Air Voids, percent ASTM D3203 3 - 5 Voids in Mineral Aggregate Asphalt Institute 14 Minimum (VMA), Percent Minimum Manual MS-2 *50 blows each end of specimen. 4. Minimum Density Requirements Percent of Material Test Method Maximum Asphaltic Concrete Surfacing ASTM D1559 (Marshall)* 97 Crushed or Uncrushed Granular Base/Subbase Course ASTM D698 95 Subgrade (top 12 inches)" ASTM D698 95 *50 blows each end of specimen; sampled from truck or paver at time of lay-down. **For all pavement types. Clay subgrades should be compacted at moisture contents within ±3 percent of optimum,or above as recommended specifically in the report. Maximum compacted lift thickness should be 12 inches for granular base/subbase courses. Also, minimum lift thickness for gravel should be twice the maximum size of the aggregate. RECOMMENDED SPECIFICATIONS FOR. BASE COURSE AGGREGATES 1. Aggregate Base Course - 3/4-Inch 1-1/2-Inch Crushed Base Course Crushed Base/Subbase Course (Crushed Top Surfacing (Crushed Base Course Screen or Type A, Grade 2*) Type B, Grade 2*) Sieve Size Percent Passing 1-1/2" 100 3/4" 100 No. 4 40 - 70 25 - 55 No: 10 25 - 55 No. 200 2 - 10 0 - 8 Mechanically Fractured Faces, one or more on plus No. 4 aggregate, %minimum 50 50 *Montana Department of Transportation, Highway Division, Specification (MDOH) In addition to the gradation presented above, aggregate quality should conform to the following MDOH Specifications, 1987 edition: Material MDOH Specification 3/4-Inch Crushed Leveling Course 701.02 (E) (Crushed.Top Surfacing, Type A, Grade 2) 1-1/2 Inch Crushed Base Course 701.02 (D) (Crushed Base Course, Type B, Grade 2) i 1 i i i i i I i Cd c bD aim C ° 3 � c �-- U � ° d �- 3 o ¢ 3 c N � cE 2 >,- ° o o ° 0 T U a� U Q �� �o :a � � pq �o �o •� Q oW W -c Q a 4) C24, a �1� U S: tO Q N Cd U '> 4-+ >od N '� Vs U O > S1 OD C O t-'a -E 7�' Q W rA cd ° a• y U E Q U .� •U L. t; b a, _ ° o _ Gq �f rf' L 0 ^t^ R3 i U a v •E .� O U 2:' � .'= Y � � G o •J .q# U cw � 3 � :3 a •C� y U CIS is'+ L L ° U Rj �j•�+ Yam. 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APPENDIX B STORM WATER DISCHARGE PERMIT (Notice of Intent, under the General Permit for Storm Water Associated with Construction Activity) ➢ Notice of Intent (NOI) Form ➢ Storm Water Pollution Prevention Plan (SWPPP text) ➢ Erosion and Sediment Control Plan (SWPPP drawings) ➢ Notice of Termination (NOT) Form NOI NUMBER(DEQ Will Assign): MONTANA DEPARTMENT OFENVIRONMENTAL QUALITY WATER PROTECTIONBUREAU/STORM WATER PROGRAM PO Box 200901/Helena,MT 159620-0901 NOTICE OF INTENT (NOI) FORM GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY IMPORTANT:Before completing this form,all parties need to read the General Permit. For coverage to be valid upon receipt by the Department,all required items on the form must be completed properly. Responses must be self-explanatory and must not refer exclusively to attached maps,plans,or documents. The Storm Water Pollution Prevention Plan(SWPPP)and appropriate fees must accompany the NOI Form. Do not submit these items separately.Mail this NOI Form to the DEQ address above. The 2002-2006 General Permit,2002 Fee Schedule,and related forms are available from the Storm Water Program at(406)444-3080 or the DEQ website: http://www.deq.mt.gov/wginfo/MPDES/StormwaterConstruction.asp I. OPERATOR INFORMATION List each party participating in the construction project,from the initiation of construction through "final stabilization",that will be an operator as defined in Part V.T.8.of the General Permit. Examples of operators include the primary contractor,project owner,site/land owners,consultants,or other contractors,such as the"final stabilization"contractor. For each operator,briefly describe what their responsibilities are for ensuring compliance with General Permit and SWPPP requirements. OPERATOR#1 Name:#Contractor To Be Determined Phone: Mailing Address ;mm _ rF _ .._.. r _ ._ _. City: State Zip Code:_; Contact Person Phone(if different from above) Operator Type: Owner' Contractor: ✓ i Consultant ' Other(explain) Operator#1 Responsibilities: 1) Implementation and maintenance of Best Management Practices(BMPs);2)Montitoring of BMPs; 3)Annual :Inspections;4)Reporting; 5)Spill Release Notification; 6)Non-Compliance Reporting; 7)Achieving "final stabilization"of ;the site (See General Permit Part III: A1-6, B14, and C1-3); 8)Submittal of"Notice of Termination" (See General Permit _ Fart V: R1-3); and 9)Payment of any subsequent annual fees. OPERATOR#2 Name: � Phone: Mailing Address. ' City State.; ;Zip Code: Contact Person:: Phone(if different from above): Operator Type: Owner) Contractor Consultant;_ _ Other(explain)-;w _ � � Operator#2 Responsibilities: 03-10-05NOIForm2.doc NOI NUMBER(DEQ will Assign): OPERATOR#3 Name } __ _ _ Phone. Mailing Address:' City:l _f State lZip Code Contact Person:' -Phone(if different from above): Operator Type: Owner: Contractor 3 Consultant =- Other(explain)' W4 Operator#3 Responsibilities: t i s II.INDICATE WHICH OPERATOR IS RESPONSIBLE FOR: A)Achieving"Final Stabilization"of the site(defined in ARM 17.30.1102(5)or Part V.T.6.of the General Permit):!Operator^#1 B)Submitting the"Notice of Termination"(Specify one operator only): Operator#1 �� Aj C)Payment of any subsequent annual fees(Specify one operator only): Operator#1 III. CONSTRUCTION PROJECT (ACTIVITY) INFORMATION- See General Permit for clarification A)Construction Project Site Name: iDurston Road Improvement Project B)_Construction Project Site Address(or location if no address):A (Road corridor on Durston Road from North 19th Avenue to approximately 600 feet west of New Holland Drive. C)Construction P19ject Site County: !Gallatin County D)MDT Construction Project Name&Number(if applicable): _ N/A E)Is this NOI pertaining to support activities for an MDT Construction Project: YES NO If YES,provide the NOI Number for the MDT Construction Project: F)Construction Project Latitude and Longitude(See Part I.C.2.d.of General Permit:could use GPS,the USGS topographic map,or "Topofinder"from http://nris.mt.gov/interactive.html): 45.6858°N, 111.0614*W through approximately 45.6858°N, 111.0829'W G)Name(s)of Receiving Surface Water(s). Include those potentially receiving storm water runoff that are indicated as perennial or have a name as shown on a USGS Topographic Map(See Part I.C.2.e.of General Permit). :There are three named, perennial drainages that cross the project area. These drainages flow from south to north underneath Durston Road via culverts. Two riverine drainages are identified as East Catron Creek and one riverine drainage is identified as IHarman Ditch. f 03-10-05NOIForm2.doc NOI NUMBER(DEQ Will Assign): H)Number of named or perennial receiving surface waters indicated in item G(if the total is greater than 5,just indicate 5): 3 I)Have you provided the required USGS topographic map showing the construction project site location and receiving surface waters (See Part I.C.2.g.of the General Permit-Internet programs may be of use such as"Topofinder"): YES�L_Z NO J)Type of Construction Project Fee(see Part I.C.2.j.of General Permit),check one only: Commercial or Public ✓ ;or —, Residential(single family dwelling) K)Calculate Fees to be attached to the NOI based on the type of Construction Project Fee in Item J: For Commercial or Public Construction Project,to obtain application(NOI)fee and first calendar-year annual fee,multiply: Number of Receiving Surface Waters in item Hj 3 'X$450}{2 $2,700 00 = Indicate Check Number:',TB ;or For Residential(single family dwelling)Construction Project,to obtain application(NOI)fee(there is no annual fee),multiply: Number of Receiving Surface Waters in item HX$250=1$0.00 ;Indicate Check Number:�~ L)Brief Description of Purpose and Nature of Construction Project: :This is a road improvement project. The purpose of the project is to widen the existing road and associated right-of-way in order to ialleviate traffic congestion problems and improve safety standards. y M)Estimated Construction Project Start Date: April 2006 N)Estimated Construction Project Completion Date December 2006 O)Estimated"Final Stabilization" Completion Date(defined in ARM 17.30.1102(5)or Part V.T.6.of the General Permit):'Sept. 2007 P)Estimate of Total Acreage of Construction-related Disturbance: Q)Has a SWPPP been developed according to Part IV of the General Permit and submitted with this NOV YES NO; . IV.CERTIFICATION (Refer to Part V.G.of the General Permit to determine who qualifies to sign this NOI Form) "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine or imprisonment for knowing violations." ;Contractor TBD Print Name of Operator#I or Authorized Representative Title Signature of Operator#1 (Name must match that above) Date Print Name of Operator#2 or Authorized Representative Title Signature of Operator#2 (Name must match that above) Date Print Name of Operator#3 or Authorized Representative Title Signature of Operator#3 (Name must match that above) Date 03-10-05NOIForm2.doc NOI NUMBER(DEQ will Assign): COMPLETION CHECKLIST FOR OPTIONAL USE - THIS PAGE DOES NOT HAVE TO BE SUBMITTED WITH THE NOI PACKAGE - READ CAREFULLY Please make certain that all required information is included in your submittal. 1)Did you complete and include an NOI form? 2)Did you provide a topographic map with your NOI form? 3)Did you include all necessary fees (both application and annual fees for a commercial or public construction project)? 4)Did you complete and include a SWPPP(utilizing the DEQ form or equivalent)? 5)Did you attach appropriate SWPPP site map(s) to your SWPPP? 6) Did you print your names and titles, sign, and date the NOI and SWPPP(one original copy of both documents complete with original signatures are required-there must be no faxed or photocopied signatures)? 7)Did you keep a copy of all the documents for each Operator, including one copy that must be kept at the site? 8)Have you read the General Permit to ensure that the documents you are submitting are accurate and adequate? 03-10-05NOIFonuldoc MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY WATER PROTECTIONBUREAU/STORM WATER PROGRAM PO Box 200901/Helena,MT/59620-0901 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FORM GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY IMPORTANT (READ THIS BEFORE COMPLETING FORM): Before completing this form all parties need to read the General Permit,particularly Part IV on SWPPPs. This SWPPP Form is intended to assist operators in developing a SWPPP which complies with Part IV. of the General Permit. The SWPPP is a document which is developed to direct and assist operators in identifying sources of potential pollutants at the construction activity site,and Best Management Practices(BMPs)to be used to help ensure such pollutants do not impact receiving surface waters through storm water runoff. It is the operator's responsibility to ensure all required items in the General Permit are adequately addressed,and that the SWPPP is developed,implemented,and maintained. Additional narrative information may need to supplement this SWPPP Form in order to meet these requirements. A copy of the SWPPP must be maintained at the construction activity site as required in Part III.C.of the General Permit. Items I through III on this SWPPP Form must state information exactly the same as that indicated on the NOI Form. Attach additional pages as necessary with the item number on this form indicated. For coverage under the General Permit to be valid upon the submittal of a NOI Package, this package must include a complete NOI Form, SWPPP,and fee. Do not submit these items separately. Mail the NOI Package to the DEQ address above. The 2002-2006 General Permit,2002 Fee Schedule,and related forms are available from the Storm Water Program at(406)444-3080 or hqp:,/,/wivw.deq.statc.nit.us/wqinfo1N4PDES/StormwaterCoiistruction.asp. NOI NUMBER(DEQ will assign when this form(NOI Package) is submitted): MTR10 I. OPERATOR INFORMATION List each party participating in the construction activity—from initiation of construction through final stabilization— that will be an operator as defined in Part V.T.8. of the General Permit. (Examples:primary contractor,project owner,site/land owners,consultants,or other contractors,such as the "final stabilization"contractor).For each operator,briefly describe responsibilities(what,when,where)for ensuring compliance with General Permit requirements. OPERATOR#1 Name: Contractor To Be Determined Phone: Mailing Address ......._ __ ..�._._.., State:% __—_ Zip Code: Contact Person ,_ w ,___„ _ _ ___,,, _, _ _; Phone(if different from above):;­ Operator , Operator#1 Responsibilities: 1)Implementation and maintenance of Best Management Practices(BMPs); 2)Montitoring of BMPs; 3)Annual Inspections;4) Reporting;5)Spill Release Notification;6)Non-Compliance Reporting;7)Achieving"final stabilization"of the site(See General Permit Part III: Al-6, Bl-4,and C1-3); 8)Submittal of"Notice of Termination"(See General Permit Part V: R1-3);and 9) Payment of any subsequent annual fees. 1 08-30-02SWPPPForml Ldoc OPERATOR#2 Name:._.,.,�._.ay...�_.��_...,. Phone Mailing Address . ._ .._._.___._.._. State: Zip Code: Contact Person_ _ Phone(if different from above) Operator#1 Responsibilities: OPERATOR#3 Name �,.._.w_..._ : Phone Mailing Address . __. _ _»_.__.. _ _.__.. . State: x... Zip Code: M _..._.__.......... Contact Person _. _ Phone(if different from above) _—_—< Operator#1 Responsibilities: II. INDICATE WHICH OPERATOR IS RESPONSIBLE FOR: A)Achieving"final stabilization" of the site: Operator#1 B)Submitting the"Notice of Termination" (Specify one operator only);Operator#1 III. CONSTRUCTION ACTIVITY INFORMATION(see General Permit for clarification) A)Construction Activity Name: Durston Road Improvement Protect _ B)Construction Activity Address (or location if no address): Road corridor on Durston Road from North 19th Avenue to approximately 600 feet west of New Holland Drive. C)Construction Activity County: D)MDT Project Number/Designation(if applicable) E)Construction Activity Latitude and Longitude(Refer to Part I.C.2.d. of General Permit): 45.6858° N, 111.0614'W through approximately 45.6858' N, 111.0829' W F)Estimated Construction Activity Start Date: April 2006 G)Estimated Construction Activity Completion Date: December 2006 H)Estimated Final Stabilization Completion Date:'September 2007 2 08-30-02SWPPPForm l l.doc IV. GENERAL SWPPP REQUIREMENTS A)If the construction activity includes 20 acres or more in total disturbance related to construction activity,indicate the name,affiliation, and Montana License Number for the registered professional engineer which reviewed and stamped the SWPPP. Name: N/A Affiliation. MT License No.: B)Brief Description of Purpose and Nature of Construction Activity: This is a road improvement project. The purpose of the project is to widen the existing road and associated right-of-way in order to alleviate traffic congestion problems and improve safety standards. C)Proposed Implementation Schedule for Major Activities (indicate which operators are responsible for each activity): Road,Water, and Sewer construction activities will all take place simultaneously beginning April 1,2006 and last throughout the duration of the project(approximately December 2006). D)Estimate of Total Area of the Site(and all other sites if a phased development project): ?Approximately 20 acres E)Estimate of Total Area of the Site Expected to Undergo Disturbance Related to Construction Activity: Approximately 9 acres F)Check to confine a site map has been developed and included with this SWPPP which indicates all required information stated in Part IV.G.Le.of the General Permit: YES m ,✓. 3 - 08-30-02S WPPPForm 1 l.doc G)Are sand& gravel excavation,other borrow areas, and/or crushing operations associated with project? Yes No ✓ Are temporary asphalt batch plant operations associated with this project? Yes No _. If yes,be sure to include the requested information about these areas on the site map,or a similar separate map,as stated in Part IV.G.l.c. of the General Permit. H)Describe the character and erodibility of sediment and other earth material to be disturbed at the project site, including cut/fill material to be used: :Existing soils in disturbed areas on the Durston Road Corridor site consist of NRCS delineated UL, 50B, 53B,457A, and 510B. -.The soil map unit UL is classified as Urban Land. The soil map units 50B, 53B,457A, and 510E are classified as moderately erodable soils; none of the soils in the project area are classified as highly erodable soils. 'Runoff potential is indicated by the runoff coefficient,which is the fraction of total rainfall that will appear as runoff. Under pre- :construction conditions,the area to be disturbed is vegetated with grasses and vegetation typical of residential areas. 1)Estimate of Runoff Coefficient and Increase In Impervious Area(refer to Part IV.G.l.e.of the General Perrint.- only applies if total construction-related disturbance is 5 acres or more): The NRCS runoff coefficient(Kw)for existing conditions range from 0.05 to 0.43. Upon project completion,the impervious area within the project boundary will drain to storm water collection,treatment,and discharge facilities. All areas that are not planned for road construction or paving will be revegetated and will not be impervious. J)Indicate Names of Receiving Waters and Describe the Size,Type,and Location of each Point Source Discharge or Outfall(refer to Part IV.G.I.f.of General Permit): There are three named, perennial drainages that cross the project area. These drainages flow from south to north underneath Durston Road via culverts. Two riverine drainages are identified as East Catron Creek and one riverine drainage is identified as Harman Ditch.the East Catron Creek drainages are located in the eastern portion of the project site and Harman Ditch is located in the west-central portion of the project site.These drainages are the only receiving surface water bodies within the project corridor that are named or perennial. 4 08-30-02SWPPPForm l l.doc K)Describe Storm Water Discharges From Support Activities(refer to Part IV.G.l.g. of General Permit): :There will be no concrete or asphalt batch plants on the project site. If a spill or leak from on-site equipment staging areas or ;material storage areas should occur,a spill cleanup kit will be available and any contaminated soils will be removed from the site. 5 __. 08-30-02SWPPPForm I Ldoc V. SWPPP BEST MANAGEMENT PRACTICES (BMPs)AND STORM WATER MANAGEMENT CONTROLS A)Describe Applicable Local Erosion and Sediment Control Requirements: City of Bozeman Engineering Standards. B)Describe in detail,temporary BMPs and storm water management controls which will be used for erosion and/or sediment control during construction-related earthwork activities. Indicate the location of these measures on the site map required above,or a similar separate map,as much as practicable. Include a schedule for implementation for each of these measures. Attached details and specifications may be used to.supplement this description. Refer to Parts IV.G.2.a.,b.,c.of the General Permit. Examples of temporary measures could include but are not limited to: slope roughening;vegetative buffer strips; silt fences;straw bale dikes; erosion control blankets/mats;temporary drain diversions;minimizing clearing;temporary sediment basins/traps;mulching;temporary seeding;brush barriers;up-slope runoff diversions/controls;inlet/outlet protection;disturbance area runoff diversions/controls; waterway protection;and, ditch runoff flow dispersers(e.g. level spreaders)/flow inhibitors. 'Stabilization measures are designed to hold soil in place and limit downslope migration of soil particles. The following :stabilization measures are proposed. !Install silt fence along areas of proposed road construction where the previously described drainage could be affected. In general,silt fence will be placed around proposed culverts conveying water underneath Durston Road. (Refer to the Erosion Control Plan for proposed silt fence locations.) 'Provide long-term stabilization of all exposed surfaces by quickly establishing permanent grass stands using a seed mix designed', specifically for the Gallatin Valley area. Broadcast seed disturbed areas in the fall when temperatures drop and moisture iincreases. Erosion control blankets may be required in problem areas. ;Monitor snowmelt and storm runoff associated with construction activities,and maintain erosion and sediment controls according to the guidelines outlined in the Montana Sediment and Erosion Control Manual, May 1996 edition. Inspect erosion control BMPs regularly to document specific problem areas or maintenance needs. Look for and document any =evidence of on-site erosion or sediment transport to receiving waters, note where concentrated flows run through or originate .within exposed soils, note the condition of receiving drainages, and evaluate the condition and effectiveness of the existing erosion control facilities. The monitoring, reporting,and records retention requirements that are described in Part III of the General Permit will be implemented throughout the duration of project construction. 6 08-30-02S W PP PForm l l.doc Q Describe in detail,permanent and structural BMPs and storm water management controls which will be used for erosion and/or sediment control during and after construction-related earthwork activities. These would include measures to achieve final stabilization(as defined in Part V.T.6. of the General Permit). Indicate the location of these measures on the site map required above, or a similar separate map,as much as practicable. Attached details and specifications may be used to supplement this description. Refer to Parts IV.G.2.a.,b. of the General Permit. Examples of permanent measures could include but are not limited to: permanent seeding;check dams;retaining walls; drain inlet protection;rock outlet protection; drainage swales; sediment basin&traps;earth dikes;manmade erosion control structures; grassed waterways; sod stabilization; infiltration trenches or basins; subsurface drains; level spreader; terraced slopes;tree or shrub planting;pipe slope drains; vegetative buffer strips;detention ponds; and,containment ponds. ;Structural Measures: Structural measures area designed to remove suspended sediment particles from the runoff. Structural measures are generally not as cost effective and efficient as stabilization measures;therefore, stabilization measures should not be neglected due to the presence of structural measures. The following structural measures may be used as needed: Construct diversion ditches and temporary sediment traps as needed. In addition to filtration through the temporary sediment traps, runoff from graded areas will typically filter through existing vegetation before reaching a roadside ditch or other watercourse downstream of the site. D)Describe what products or wastes may be stored or utilized at the construction activity site, indicate on the site map as required above,and indicate what BMPs will be used to minimize potential pollutants from these materials - coming into contact with storm water runoff. Examples of products or wastes could include but is not limited to: fuels; concrete;masonry blocks; solvents; detergents;steel;roofing shingles;fertilizers;paints; tar;pesticides; lumber; other petroleum-based materials; other hazardous materials(including wastes);solid waste; and,concrete truck wastewater disposal. :Petroleum products will be present in the form of fuels and motor oils in construction equipment. The contractor shall avoid and ;minimize any spills of petroleum products from the equipment. If fertilizers are utilized to augment revegetation practices,they ;will be stored and used according to manufacturer recommendations. Concrete truck wastewater disposal will occur in areas ;where it will not reach any surface waters. Contractor shall dispose of refuse through trash pick-up. Portable toilets will be provided by the contractor and personnel on site will use the facilities provided. No other hazardous materials are anticipated on 'the site. 7 --- 08-30-02SWPPPFormI Ldoc E)Describe any measures that will be used to prevent vehicle tracking of sediment from the construction site onto roads(examples include a graveled access entrance and exit drives and parking areas,and a tire wash pad at exit drive): Access to the work areas will be available on proposed and existing pit run subgrade and gravel surface approaches,roads,and driveways. The site accesses will be constructed and/or confirmed as usable prior to the beginning of road improvements. F)When trucking saturated soils from the site,either tight leak-proof trucks must be used or loads must be required to drain until drippage has been reduced to less than I gallon per hour before leaving the site. Will saturated soils be trucked from the site? Yes No G)Describe man-made and natural measures to control pollutants in storm water discharges after construction operations have been completed. Refer to Part IV.K. of the General Permit. Examples include: vegetative waterways and natural landscape;infiltration trenches or basins;storm water detention structures;wet ponds or man- made wetlands;and, storm water containment structures. Vegetative waterways and natural landscape, infiltration trenches or basins, storm water detention structures, and storm water containment structures will be used as part of subdivision grading and drainage plans approved during the subdivision process. In the event that excessive erosion is observed onsite during peak runoff events, immediately perform emergency control measures to minimize potential impacts. Although any observed erosion problems will be handled on a case by case basis,the following general guidelines may be used,depending on the situation: Sediment Release From Large Graded Areas: Repair or replace ineffective silt fence/straw bales; install additional silt fence/ :straw bales along elevation contours upslope of the existing fence;excavate a sediment trap(or diversion ditch to a closed depression)at the point of release; install erosion control fabrics. .Sediment Release From Seeded Areas: Divert run-on flows, roughen surface and re apply seed and mulch or erosion control fabric in eroded areas. ,Erosion Gully on Road Cut Slope: 'Run-on"diversion controls could be implemented by constructing a compacted earth berm or ditch at the top of cut slopes to intercept runoff and direct it to a roadside ditch. Erosion control fabric may be an option for use with,or in place or, runoff diversions. 8 08-30-02S WPPPForm l l.doc H)BMPs must minimize or prevent "significant sediment" (as defined in Part V.T.13. of this General Permit) from leaving the construction site. If"significant sediment" results from the failure of erosion or sediment control measures,the operator(s) shall evaluate the effectiveness of such measures or other BMPs and incorporate improvements to minimize the potential for"significant sediment". Additionally, if "significant sediment"results from the failure of erosion or sediment control measures, the material must be cleaned up and placed back on the site or disposed of in an acceptable manner. The material must not be washed into the storm sewer(s),drainageway(s), or receiving surface waters. There may be obligations for the operator(s)to obtain other permits or permissions to clean up the "significant sediment." VI. CERTIFICATION "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment for knowing violations." Contractor TBD Print Name of Operator#1 or Authorized Representative Title Signature of Operator# 1 (Name must match that above) Date- Print Dame of Operator#.2 or Authorized Representative Title Signature of Operator#2 (Name must match that above) Date Print Name of Operator#3 or Authorized Representative Title Signature of Operator#3 (Name must match that above) Date 9 08-30-02SWPPPForm l l.doc f DURSTON ROAD R.. j SECTIONS 2, 3, 10, AND 11 OF TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M. m.. BOZEMAN GALLATIN COUNTY MONTANA f}.44 ;2 ' , a,,fit— , 79 ��- — 4725 T ` INTRSTAT p 3 1 ,2 r I r I 4- tit,P XMAT , NINETEE11fTH i + `'— : • I i Traglen ' 'IONARLl I AVElUE '_. oak ; i ;+4768AT,r i .. I- I rX 1 . . I ROAD _. T , r D�RSTO i R ' '• r >> ' T I 'i Parr - i � i f i I si t o. 46, ` USGS TOPOGRAPHIC MAP(1987) GRAPHIC SCALE 2000 0 1000 2000 MORRISON �= su DURSTON ROAD MAIERLETINC. 9NC'E VICINITY AND An d+npfoyr-P,m.d Gbm}any Po By,r13.em TwM*o 8.h— 59771.Np "�'W�r F=I,adi W-„„ TOPOGRAPHIC MAP 2000 CLIENT:Ci1;Y of Bozeman FIELD WORK DATE:1/6/06 PLOTTED DATE: Jan/10/2006 — 09:03:40 am DRAWN BY: SER SCALE:1" 00' DRAWING NAME: =20 H:\0417\035.03\ncn0\ExHrBrrS\DURSTON WET-FlG.awg CHECKED BY:PWM PROD •0417.035.03 SHEET OF PLOTTED BY.-th..htlbr . •` ° �� AW my WK Ike✓ T�,,.'# # Fb .0 b.[, '4`4 + t IOWA l >MIS ' ,O'N',"' 1<> 21 �slow jlu ASA x z aro-sir r *9 � ,• r JK ' . rt S # "r t xx Ann ems: r Ar AP 77 WRI 17 GMT s R < Y v N a y a v w `l z #, nn c� D 31 D �e R1 • � 'w � ant � LL' A ��a5 •p'''» L i t.�' Y a F. x x. �R r i z a ,> 2 t �,fi 3 .` �,�"�,`•���r;� � f �, „fi x �m _ di i��,,I�� �� I�IIi 16 r M1 ter C me � X l � Fw.a w, ! ' 99Al M4P' ix a 3F qfi*��.�3' aP x A a , r •"fix s,'..,� � '.a ;d.�r :`,ja } ��: s 6 f 8 r O �p z s ❑ ��� *� � q SM c`: X p;. 0 O fr � s O � tJl O� 'z"' yrnt�yy Odz o �Da may» H Ap 41 ° Q L—q = � rzo o N r ° 3 MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY WATER PROTECT oNBUREAU/STORM WATER PROGRAM PO Box 200901/Helena, MT/59620-0901 NOTICE OF TERMINATION (NOT) FORM GENERAL PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY IMPORTANT:Before completing this form,all parties need to read the General Permit and the Notice of Intent(NOI)Form that was submitted. For termination to be valid upon receipt by the Department, all required items on the form must be completed. Responses must be self-explanatory and must not refer exclusively to attached maps,plans,or documents. The submittal of this NOT Form does not relieve the permittees of liability for annual fees that accrued during the period of active General Permit coverage. Only one NOT Form may be submitted for a respective NOI. Mail this NOT Form to the DEQ address above. The 2002-2006 General Permit,2002 Fee Schedule,and related forms are available from the Storm Water Program at(406)444- 3080 or hqp://www.deg.state.mt.us/wginfo/MPDES/StonnwaterConstruction.asn. I. INDICATE NOI NUMBER: MTR10____ (Note: This number is indicated on the Confirmation Letter sent to operators upon receipt by the Department of a complete NOI package) II. OPERATOR INFORMATION List each operator that was provided on the Notice of Intent originally submitted. The Notice of Intent Form specified which operator is responsible for submitting the Notice of Termination. This operator should complete and sign this NOT Form,unless Reason For Termination "B"is checked below.Parties permitted under the 1997-2002 General Permit must list the"contractor" as Operator#1,and the 'owner"as Operator#2 as stated on the Application form originally submitted. OPERATOR#1 Name: Phone: Mailing Address: State: Zip Code: Contact Person: Phone(if different from above): OPERATOR#2 Name: Phone: Mailing Address: State: Zip Code: Contact Person: Phone(if different from above): FinaINOTFOrm.doc OPERATOR#3 Name: Phone: Mailing Address: State: Zip Code: Contact Person: Phone(if different from above): III. CONSTRUCTION ACTIVITY INFORMATION A)Construction Activity Name: B)Construction Activity Address(or location if no address): C)Construction Activity County: D) Construction Activity Latitude and Longitude(See Part I.C.2.d.of General Permit): E)Brief Description of Purpose and Nature of Construction Activity: IV. REASON FOR TERMINATION Indicate the reason this Notice of Termination is being submitted by checking one of the following: A) (F) Site has achieved"final stabilization"as defined in Part V.T.6. of the General Permit;or B) Q Operators identified on original NOI Form have changed. IMPORTANT: The General Permit,and the corresponding NOI Form,are designed to provide coverage for all parties designated an"operator"at any time during the construction activity. The NOI Form and the SWPPP delineate who has what responsibilities,and during what portion of the project. Each NOI Form for a construction activity is designed to have only one corresponding NOT Form submitted for it,by the single operator identified as having this responsibility on the NOI Form. Reason for Termination"B" is not to be checked,and this NOT Form is not to be submitted,when a particular "operator" identified on the NOI Form is no longer active based on their identified responsibilities on the NOI Form. Reason for Termination'B"is only to be checked when an owner,contractor, etc.has been replaced(new owner-property sold,new contractor-contractor fired,etc.)based on operators identified on the original NOI Form. In this case,a new NOI Form will need to be submitted with all valid operators listed for the remainder of the construction project. FinalNOTForm.doc If Reason For Termination "A" is checked above,describe final site stabilization: V. CERTIFICATION "I certify under penalty of law that if I checked Reason For Termination"A" above,by the date of my signature below the permitted construction activity site has achieved"final stabilization"as defined in Part V.T.6. of the General Permit. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate, and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine or imprisonment for knowing violations." Print Name of Operator or Authorized Representative Title Signature of Operator(Name must match that above) Date FinaINOTForm.doc APPENDIX: C • MPDES APPLICATION TO DISCHARGE - SHORT FORM C • APPLICATION FOR SHORT TERM WATER QUALITY STANDARD FOR TURBIDITY (313 PERMIT) FOR AGENCY USE ONLY APPLICATION NUMBER DATE RECEIVED �IO�I31 DAY YEAR MONTANA POLLUTANT DISCHARGE ELIMINATION SYSTEM APPLICATION TO DISCHARGE-SHORT FORM C Return to: Water Protection Bureau Department of Environmental Quality PO Box 200901 Helena,MT 59620-0901 Questions? Call(406)444-3080 Please print or type: 1. Name, address, and telephone number of the individual or company which will have responsibility for the operation: A. Name: B. Mailing address: (1) Street address: (2) City: (3) County: (4) State: (5) ZIP code: (6) Telephone number: � )C. The location of the discharging facility: 1. Attach a topographic map extending one mile beyond the property boundaries of the discharg source. Indicate on the map the point of discharge, and drinking water wells listed in public records or otherwise known to the applicant. a. Section b. Township c. Range 2. City: 3. County: 4. State: 5. Phone Number: ( ) 2. A brief description of the nature of the business: 3. A narrative description of the activities which require a discharge of wastewater: (Over,please) 4. Proposed handling of wastewater: (check onO Complete retention or recycle with no discharge Discharge to municipal sewage system(specify municipality) Direct discharge after treatment(specify type of treatment) Direct discharge with no treatment 5. The expected flow rate of your discharge: gallons per minute. 6. Discharge is expected to begin on or about:(Month/Day/Year) 7. Discharge is expected to end on or about: (Month/Day/Year) 8. (a) Check if applies: Discharge occurs all year, or; (b) Circle the month(s) during which discharge occurs: January February March April May June July August September October November December (c) Circle number of days per week: 1) 1 2) 2 - 3 3)4 - 5 4) 6 - 7 9. Circle number of separate discharge points: a) 1 b) 2 c) 3 d) 4 or more 10. Name of receiving water(s): Please read carefully before signing. I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document; and based on my inquiry of those individuals immediately responsible for obtaining the information, I believe the submitted information is true,accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Printed Name of Person Signing Title Signature of Applicant Date Application Signed Section 75-5-633 provides that any person who knowingly makes a false statement,representation,or certification on this application shall upon conviction be subject to a fine of not more than$25,000 or by imprisonment for not more than six(6)months,or both. DEO estimates processing time for this application to be 30 dayys. MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY App No.: APPLICATION FOR SHORT-TERM Date Rec'd.: WATER QUALITY STANDARD FOR TURBIDITY Date Issued: RELATED TO CONSTRUCTION ACTIVITY- 75-5-318, MCA This form may be filled out on-screen, then printed, signed, and submitted. Please do not submit via e- mail or fax. Department policy requires original signatures and payment of all required fees before document review may begin. 1. Name, address, and telephone number of person responsible for the construction activity: Name: Mailing Address: Telephone: 2. Name, address, and telephone number of contractor or person doing work: Name: Mailing Address: Telephone: 3. Name of Waterbody: 4. county of the construction site: 5. Location and/or legal description: 6. Date activity will commence: Date of completion: 7. List applications made to other agencies or entities for additional permits or authorization: 8. Description of all construction activities that may result in stream sedimentation or turbidity: Include the type of equipment to be used, and specific type of construction to be done (i. e. nprapping, channel changes, excavation, bridge construction, etc. 9. Discuss alternatives considered and/or available for minimizing or eliminating sedimentation or turbidity: 10. Provide any other general information or plans on additional sheets to fully describe project. Provide a location map of the construction site. PREPARED BY: TITLE: SIGNATURE: DATE: Return to: Department of Environmental Quality Attn: Jeff Ryan Water Protection Bureau Fax: (406) 444-1374 1520 E Sixth Ave Phone: (406) 444-4626 PO Box 200901 Helena, MT 59620-0901 DEQ estimates processing time for this application to be 30 - 60 days. G:\WPB\PERMITS\BOILER\FORMS\318-3A\3A—CONST.doc