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Home My WebLink AboutDurston Contract 1 of 20.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7, 2006 NOTICE TO ALL BIDDERS & PLANHOLDERS The Contract Documents and Construction Drawings are hereby modified and/or superseded as follows in this Addendum No. 1, and in submitting a bid, each bidder shall acknowledge receipt of all addenda and include a signed copy of the addenda with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