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Home My WebLink AboutResolution 5307 Authorizing Change Order 3 to N 7th StreetscapeVersion April 2020 RESOLUTION 5307 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN, MONTANA, APPROVING ALTERATION / MODIFICATION OF CONTRACT WITH TREASURE STATE, INC. BELGRADE, MONTANA. WHEREAS, the City Commission did, on the 23rd day of March 2020, authorize award of the bid for the North 7th Avenue Streetscape Project, to Treasure State, Inc. Belgrade, Montana; and WHEREAS, Section 7-5-4308, Montana Code Annotated, provides that any such alterations or modifications of the specifications and/or plans of the contract be made by resolution; and WHEREAS, it has become necessary in the prosecution of the work to make alterations or modifications to the specifications and/or plans of the contract. NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of Bozeman, Montana, that the proposed modifications and/or alterations to the contract between the City of Bozeman, a municipal corporation, and Treasure State, Inc., as contained in the Change Order 3, attached hereto, be and the same are hereby approved; and the City Manager is hereby authorized and directed to execute the contract change order for and on behalf of the City; and the City Clerk is authorized and directed to attest such signature. PASSED, ADOPTED, AND APPROVED by the City Commission of the City of Bozeman, Montana, at a regular session thereof held on the 25th day of May, 2021. ___________________________________ CYNTHIA L. ANDRUS Mayor DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Version April 2020 ATTEST: ___________________________________ MIKE MAAS City Clerk APPROVED AS TO FORM: ___________________________________ GREG SULLIVAN City Attorney DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 No. 3 Date of Issuance: 04/23/21 CHANGE IN CONTRACT PRICE: Original Contract Price: $3,495,000.00 $242,047.68 Contract Price prior to this change order: $3,737,047.68 [Increase/Decrease] of this Change Order: $75,779.86 Contract Price incorporating this Change Order: $3,812,827.54 Date: Date: 04/23/21 Description: Updated per bulletin Change Order Effective Date: Project: North 7th Streetscape Improvements 2020 Date of Contract: 5/11/20 Engineer : Morrison-Maierle, Inc.Engineer's Contract No.: 417.063 Contractor: Treasure State Inc.Contractor's Project No.: 20-009 The Contract Documents are modified as follows upon execution of this Change Order: Ready for final payment (days or date): 04/17/21 Attachments (list documents supporting change): Itemized detail attached. CHANGE IN CONTRACT TIMES: Original Contract Times: [Working days/Calendar Days] Substantial completion (days or date): 210 Ready for final payment (days or date): 225 [Increase/Decrease] from previously approved Change Orders: 1-2 [Increase/Decrease] from previously approved Change Orders : 1-2 Substantial completion (days): 42 Ready for final payment (days): 42 Contract Times prior to this Change Order: Substantial completion (days or date): 04/02/21 [Increase/Decrease] of this Change Order: Substantial completion (days or date): 14 Ready for Final payment (days or date): 14 Accepted by Contractor (Signature): Contract Times with all approved Change Orders: Substantial completion (days or date): 04/16/21 Ready for final payment (days or date): 05/01/21 Accepted by Engineer (Signature):04/29/2021 #2 and #3 (included). 04/23/21 * Per Resume Work Order * DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Item Unit Scheduled No. Description Unit Qty Price Value 101 LS 175,000.00$ -$ 102 LS 125,000.00$ -$ 103 LS 6,000.00$ -$ 104 LF 16.00$ -$ 105 LF 20.00$ -$ 106 CLF 160.00$ -$ 107 CLF 130.00$ -$ 108 CLF 100.00$ -$ 109 EA 3.00 925.00$ 2,775.00$ 110 EA 4,000.00$ -$ 111 EA 14,625.00$ -$ 112 LF 26.00$ -$ 113 EA (2.00) 500.00$ (1,000.00)$ 114 EA 20,000.00$ -$ 115 EA 850.00$ -$ 116 EA 500.00$ -$ 117 EA 1,500.00$ -$ 118 EA 1,500.00$ -$ 120 HR 20.00 600.00$ 12,000.00$ 121 EA 1.00 550.00$ 550.00$ 122 EA 725.00$ -$ 123 LS 249,011.00$ -$ 124 LS 127.00 3.50$ 444.50$ 125 LF 246.00 4.00$ 984.00$ 126 CY (7.50)39.25$ (294.38)$ 127 EA 5,500.00$ -$ 128 EA 7,150.00$ -$ 129 EA 4,500.00$ -$ 130 LF 165.00$ -$ 131 CY 14.00 50.00$ 700.00$ 132 CY 58.00 49.00$ 2,842.00$ 133 SF (47.00)9.00$ (423.00)$ 134 SF 236.00 16.00$ 3,776.00$ 135 SF 12.00$ -$ 136 LF 35.00$ -$ 137 LF 30.00$ -$ 138 LF 14.00 40.00$ 560.00$ 139 LF 40.00$ -$ 140 EA 540.00$ -$ 141 EA 450.00$ -$ 142 EA 360.00$ -$ 143 SF 572.00 3.50$ 2,002.00$ 144 EA 20,000.00$ -$ 146 EA 12,675.00$ -$ 147 EA 16,000.00$ -$ 148 EA (1.00) 17,500.00$ (17,500.00)$ 149 EA 16,000.00$ -$ 150 EA 14,500.00$ -$ 151 EA 650.00$ -$ 152 EA 500.00$ -$ 154 LF 16.00$ -$ Relocate Business Sign- Milk Thistle Reset Bike Rack Reset Concrete Wheel Stop 8" White Thermoplastic Pavement Marking Asphalt Bus Shelter Retaining Wall with Hand Rail Relocate Business Sign- 120 N. 7th Relocate Business Sign-Insurance Unlimited Relocate Business Sign- Dairy Queen Relocate Business Sign- Eckroth Music Landscape Curb in Median Detectable Warning Plates (2'x 6') Detectable Warning Plates (2'x 5') Detectable Warning Plates (2'x 4') 1-1/2" Minus Crushed Base Course 3" Minus Crushed Gravel 6" Thick Reinforced Concrete 7" Thick Reinforced Concrete Crosswalk Concrete Valley Gutter Concrete Curb and Gutter 12" RCP Pipe Reset Existing Manhole Rim Alternate- Exploration/ Extra Work Associated With Existing Utilities Reset Existing Street Sign, New Pole and Base New Street Sign, New Pole and Base Removal and Disposal - Asphalt and Concrete Remove Existing Pavement Markings MDT Median Curb Vertical Curb Change Order 3 Detail Mobilization/Demobilization Taxes, Bonds, and Insurance Electrical Demolition 1" PVC Conduit Sched. 80 2" PVC Conduit Sched. 80 3" Schedule 80 PVC Conduit Tree Receptacles RRFB at Villard Intersection Reset Existing Water Valve Box Reset Existing Curb Box Reset Existing Utility Vault #6 AWG Conductor #8 AWG Conductor #10 AWG Conductor Pull box Type E2A Luminaire Assembly Type E2 Luminaire Assembly Saw Cut Asphalt / Concrete Excavation Remove Existing Storm Drain Manhole New 48" Type A Curb Inlet New 36" Type II Curb Inlet DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Item Unit Scheduled No. Description Unit Qty Price Value Change Order 3 Detail 155 LF 30.00 52.50$ 1,575.00$ 156 SF 80.00 52.00$ 4,160.00$ 157 GAL 0.15 550.00$ 82.50$ 158 GAL 11.10 550.00$ 6,105.00$ 159 EA 550.00$ -$ 160 EA 700.00$ -$ 161 LS 1,500.00$ -$ 162 LS 3,500.00$ -$ 163 LS 6,000.00$ -$ 164 LS 85,000.00$ -$ 165 EA 1,000.00$ -$ 166 EA 3,400.00$ -$ 167 LF (130.00)28.00$ (3,640.00)$ 168 EA 6,800.00$ -$ 169 LS 9,500.00$ -$ 170 LS 60,000.00$ -$ 15,698.63$ 201 SF (271.50) 31.75$ (8,620.13)$ 202 SY (11.40) 7.25$ (82.65)$ 203 SY (11.40) 13.25$ (151.05)$ 204 CY (1.80) 42.00$ (75.60)$ 205 CY (18.15)30.00$ (544.50)$ 206 SF 1.10$ -$ 207 CY (75.50)59.75$ (4,511.13)$ 208 CY (0.28) 176.00$ (49.28)$ 209 SF (64.00) 1.50$ (96.00)$ 210 EA (2.00) 35.00$ (70.00)$ 211 EA (1.00) 650.00$ (650.00)$ 212 EA (1.00) 700.00$ (700.00)$ 213 LS 147,500.00$ -$ 214 EA 1,450.00$ -$ 215 CY (96.50)356.75$ (34,426.38)$ 216 SY (125.40)6.25$ (783.75)$ 217 EA (2.00) 875.00$ (1,750.00)$ 218 EA (2.00) 1,650.00$ (3,300.00)$ 219 SY (3.50) 37.50$ (131.25)$ (55,941.71)$ 301 SF 2.75$ -$ 302 CY 160.00$ -$ 303 SY 6.75$ -$ 304 EA 545.00$ -$ 305 LF 36.75$ -$ 306 CY 120.00$ -$ 307 CY 215.00$ -$ 308 EA 15.25$ -$ 309 EA 26.50$ -$ 310 EA 50.00$ -$ 311 EA 94.50$ -$ 312 EA 430.00$ -$ 313 LS 15,900.00$ -$ -$ X1 LS 1,688.00$ -$ Schedule 3 Subtotal RRFB Powder Coat (RAL 5011) QT Container Plants #1 Container Plants #2 Container Plants #5 Container Plants Deciduous Trees (1.5" Caliper) Irrigation Planting Soil Prep (Compost Amendment) Landscape Weed Fabric Boulders in Landscape Steel Edger Wood Mulch Rock Mulch Filter Grid (Soil Cell Warp) Tree Guard Tree Grate Landscape Weed Fabric Schedule 2 Subtotal Clearing and Grubbing (Sod Removal) Tree Wrap and Staking Tree - 2.5" Caliper Tree - #25 (2.5" Caliper) Irrigation Site Furnishings- Bike Rack Soil Cells Permeable Setting Bed and Joint Opening Aggregate (ASTM No. 8) Permeable Base Aggregate (ASTM No. 57) Polymeric Sand Planting Soil Including Amendments Mulch Root Barrier Irrigation Water Service Miscellaneous Work Schedule 1 Subtotal Permeable Pavers Biaxial Geogrid Geotextile Fabric Misc. Landscape and Site Improvements Traffic Control Removal of Existing Fiber Box New Fiber Box Install Fiber Conduit Metering Pedestal White Epoxy Pavement Markings Yellow Epoxy Pavement Markings Remove Existing Bollard Remove Existing Tree Topsoil General Mix Sod 24" White Thermoplastic Pavement Marking Thermoplastic Words and Symbols DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Item Unit Scheduled No. Description Unit Qty Price Value Change Order 3 Detail X2 LS (1.00) 325.96$ (325.96)$ X3 SY 170.00 2.00$ 340.00$ X4 EA 17,500.00$ -$ X5 LS 55,638.31$ -$ X6 LS 5,238.70$ -$ X7 LS 7,875.00$ -$ X8 EA 4.00 200.00$ 800.00$ X9 EA 6.00 200.00$ 1,200.00$ X10 LS 1.00 4,550.00$ 4,550.00$ X11 CY 120.00 134.00$ 16,080.00$ X12 LS 1.00 5,636.00$ 5,636.00$ X13 EA 2.00 17,000.00$ 34,000.00$ X14 LF 26.50 65.00$ 1,722.50$ X15 LS 1.00 35,120.40$ 35,120.40$ X16 CY 80.00 30.00$ 2,400.00$ X17 SF 220.00 9.00$ 1,980.00$ X18 Pedestrian Sign adjustment (2 ea)LS 1.00 300.00$ 300.00$ X19 4" sleeve bore mendenhall and pull owner provided conduit LF 130.00 94.00$ 12,220.00$ X19 Rikki's additional hardscape removal and disposal LS 0.00 20,160.00$ -$ X20 Villard additional asphalt removal and disposal LS 0.00 12,600.00$ -$ 116,022.94$ TOTALS 75,779.86$ New RRFB Locations, includes sawcutting & demo Traffic Control - per month Vertical curb - variable height sim to Detail 5 D1.1 Item 123 (Remove/Dispose Asphalt/Concrete) Washed Rock - Sidewalk Side Backfill (ASTM No. 57) Schedule 4 Subtotal Storm Drain MH and Fix @ Rikki's Gallatin valley Motors wall removal - Option 2 New Delineator - MDT Standard Yellow (includes 9"x9"x4" concrete pad) Reset Existing Delineator (includes 9"x9"x4" concrete pad) Remove/Replace Existing Landscape Retaining Wall and Landscaping/Irrigation/Etc. - Speedy Lube Flowable Fill - curbside backfill Item 213 (Irrigation modifcation) V.2 Geotextile Fabric - 600x Relocate Business Sign-Bozeman Trophy The Elm City R.O.W. 3" Temporary Concrete - includes removal & disposal at a later date DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 X2 / X3X2 and X3 are associated with changes as part of Bulletin #2 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 X8 / X9 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Date 12/16/2020 Estimate # 20-202 Name / Address City of Bozeman c/o Kevin Jacobsen Morrison Maierle, Inc. 2880 Technology Blvd Bozeamn, MT 59771 PO Box 588 Belgrade MT 59714 Project # N 7th Streetscapes Project Name 20-009 N 7th Streetscapes 2020 Phone # (406) 924-4525 Fax # (406) 924-8452 E-mail office@treasurestateinc.com TotalPayment will be due upon receipt of invoice. 1.5% Finance Charge assessed after 30 days. Item Description Qty U/M Rate Total Breakout for LS items X10, X12: Item X10: Remove/Replace Existing Landscape (CMU) Wall and Landscaping/Irrigation/Etc @ Speedy Lube. 02.1 Demo Remove existing CMU blocks for reuse, sawcut and remove existing retaining wall N. side of planter 1 LS 2,100.00 2,100.00 31.1 Earthwork Remove and dispose of existing landscape materials 1 LS 700.00 700.00 31.2 Sitework Reinstall CMU blocks, landscaping, irrigation repair 1 LS 1,750.00 1,750.00 Item X12: Relocate RRFB's 02.1 Demo Demolition of existing flatwork and foundation w/ offsite disposal 1 LS 1,536.00 1,536.00 31.2 Sitework Relocation of outside RRFB's and extension arm for middle RRFB 1 LS 4,100.00 4,100.00 Note: base bid items adjusted due to X12 include +110 SF for Item 133, -68 SF for Item 201, -0.5 cy for Item 204. Thanks for the opportunity to work with you! - Ty $10,186.00 ENGINEER REVIEW: THIS ITEM SHALL BE INCLUSIVE OF ALL EFFORT, MATERIALS, AND INCIDENTALS TO COMPLETE WORK. X10 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 1 Kevin D. Jacobsen From:Kevin D. Jacobsen Sent:Wednesday, August 19, 2020 3:40 PM To:Ty Giffin Cc:Jocie Fisher; Andrew Jensen; Ben Haugan (benhaugan@gmail.com); Austin Jordt; Cooper Krause Subject:RE: N 7th - hit list from progress meeting today Ty, Lean mix is acceptable for areas that have been excavated beyond what the plans indicate along the curb line. We are open to using screened rock in this area as well but do have more concerns than we do with the lean mix. Screened rock would require separation fabric in areas adjacent to soil/road mix to prevent fines migration. The screened rock would need to be vibrated sufficiently to prevent future settlement. Please make sure to submit the No. 8 micro chip submittal that will be installed on top of the No. 57 material. The sand that is being installed under the pavers in the median (on asphalt) will not work on top of the No. 57. Also please submit the sand material as well. Appreciate that you are testing to determine the best method for project success. Thanks! Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Ty Giffin <Ty@treasurestateinc.com> Sent: Tuesday, August 18, 2020 3:03 PM To: Kevin D. Jacobsen <kjacobsen@m-m.net> Cc: Jocie Fisher <Jocie@treasurestateinc.com>; Andrew Jensen <Andrew@treasurestateinc.com>; Ben Haugan (benhaugan@gmail.com) <benhaugan@gmail.com>; Austin Jordt <austinj@treasurestateinc.com> Subject: RE: N 7th - hit list from progress meeting today ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Kevin, Here’s an idea of what we were talking about. GGC will be assembling a set today and be ready to wrap the rigid separation fabric in a hoop tomorrow to test the strength of it standing up. If they can get compaction on the inside without bowing out, they may just select to lean mix. However, we’d like to get the screened rock backfill idea approved as a backup. X11 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 2 Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Ty Giffin Sent: Tuesday, August 18, 2020 11:28 AM To: kjacobsen@m-m.net Cc: Austin Jordt (austinj@treasurestateinc.com) <austinj@treasurestateinc.com>; Andrew Jensen <Andrew@treasurestateinc.com>; Ben Haugan (benhaugan@gmail.com) <benhaugan@gmail.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: N 7th - hit list from progress meeting today Kevin, The subs and us met today and came up with the following hit list: DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 3 1. We need topsoil approval/comments back asap. We would like the ability to start filling cells as soon as the end of this week. 2. Give me a shout to discuss the screened rock in lieu of flowable fill for the curb side of the soil cells. Shouldn’t be an issue but want to hear your thoughts. We’ll want to know before backfilling commences. 3. Can we get all tree and light pole locations staked? Thought is to use the curb or a pk nail like you’ve been doing for easy relocation after disturbing the area behind curb. This will help to not nickel and dime survey. 4. Trevor was going to get with you on which poles he’d like to move and where. It was also discussed that we’d like to keep all hand holes out of the soil cell limits so that the boxes have a better chance at being bedded and concreted. Speaking of concrete, would you like pavers to come right up to the hand hole vault edges or still encase in concrete? 5. Want us to plan on pouring concrete stones for delineator mounting? There are also delineators that can be inserted into the ground instead of surface mounted if you want to see what they look like. Let us know. 6. Can the irrigation system removal from the construction limits and reinstalling behind new back of walk be covered under miscellaneous work? Some may require zone manipulation/rerouting. We can easily track this work on a T&M basis. That’s all I have for this am. Give me a shout to discuss. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Date 12/16/2020 Estimate # 20-202 Name / Address City of Bozeman c/o Kevin Jacobsen Morrison Maierle, Inc. 2880 Technology Blvd Bozeamn, MT 59771 PO Box 588 Belgrade MT 59714 Project # N 7th Streetscapes Project Name 20-009 N 7th Streetscapes 2020 Phone # (406) 924-4525 Fax # (406) 924-8452 E-mail office@treasurestateinc.com TotalPayment will be due upon receipt of invoice. 1.5% Finance Charge assessed after 30 days. Item Description Qty U/M Rate Total Breakout for LS items X10, X12: Item X10: Remove/Replace Existing Landscape (CMU) Wall and Landscaping/Irrigation/Etc @ Speedy Lube. 02.1 Demo Remove existing CMU blocks for reuse, sawcut and remove existing retaining wall N. side of planter 1 LS 2,100.00 2,100.00 31.1 Earthwork Remove and dispose of existing landscape materials 1 LS 700.00 700.00 31.2 Sitework Reinstall CMU blocks, landscaping, irrigation repair 1 LS 1,750.00 1,750.00 Item X12: Relocate RRFB's 02.1 Demo Demolition of existing flatwork and foundation w/ offsite disposal 1 LS 1,536.00 1,536.00 31.2 Sitework Relocation of outside RRFB's and extension arm for middle RRFB 1 LS 4,100.00 4,100.00 Note: base bid items adjusted due to X12 include +110 SF for Item 133, -68 SF for Item 201, -0.5 cy for Item 204. Thanks for the opportunity to work with you! - Ty $10,186.00 ENGINEER REVIEW: THIS ITEM SHALL BE INCLUSIVE OF ALL EFFORT, MATERIALS, AND INCIDENTALS TO COMPLETE WORK. X12 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 /////////////// /// ////////////////// ////////////////////////////// /////////////////////////////////////////////////////////5.01'±6.32'12SD12SD12SD/////////////////////////////////////////////////////////6.61'12SD//////////////////////////////////////////////////////////////////VILLARD INTERSECTION RRFB LOCATIONSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C2 SERIES-FROM1.DWG PLOTTED BY:COOPER KRAUSE ON Oct/19/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063RRFBBOZEMANMONTANACPKKDJKDJ8/20192880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702SCALE: 1" = 5'PROPOSED RRFB LOCATION.POUR NEW POLE FOUNDATION.4' X 4' CLEAR SPACE (TYP.)2% MAX SLOPE IN ANY DIRECTIONEXISTING INSTALLED POLE FOUNDATION.REMOVE TOP 3"-4" AS NEEDED TO REPLACECONCRETE ABOVE IT. COORDINATE WITHENGINEER TO APPROVE REMOVAL METHODS.PROPOSED RRFB LOCATION.IF POSSIBLE AND COST EFFECTIVE, RELOCATE EXISTING POLETO NEW POSITION. OTHERWISE, POUR NEW FOUNDATION.COORDINATE WITH ENGINEER TO DETERMINE BEST OPTION.EXISTING FOUNDATION LOCATIONINSTALL ± 30 SF OF CONCRETE.SLOPE SHALL NOT EXCEED 2% INANY DIRECTION.INSTALL ± 30 SF OF CONCRETE.SLOPE SHALL NOT EXCEED 2% INANY DIRECTION.VILLARD STVILLARD STINSTALL PUSH BUTTON EXTENSION ON THE RRFB INTHE MEDIAN SO THAT THE BUTTON IS A MAXIMUMOF 10" FROM THE EDGE OF THE SIDEWALK.SCALE: 1" = 5'X12DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 X13 TY GIFFIN AT TSI AND KEVIN JACOBSEN AT MMI DISCUSSED TRAFFIC CONTROL AND AGREED TO UP TO 2 ADDITIONAL MONTHS TO ACCOUNT FOR THE CALENDAR DAYS ADDED THROUGH CHANGE ORDERS 1, 2, AND 3. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ////////////////////////////////////////////////////////////////// /// //////////////////////////////////////////////// /// ////// ///////////////////////////////////////////////////////////////////////////813.14'810.97'813.66'35.08'813.07'812.56'812.76'812.67'812.46'812.70'812.73'812.82'812.12'812.00'811.96'812.23'811.96'811.52'811.94'811.90'811.47'811.84'812.01'811.99'813.06'813.12'812.54'812.60'813.11'812.41'812.47'812.97'812.55'812.71'812.58'812.75'812.61'812.37'812.54'812.09'812.24'812.47'812.13'811.38'811.37'811.47'811.44'811.30'811.04'811.58'811.73'811.36'811.82'811.48'812.03'812.59'811.69'812.06'811.80'811.89'813.95'±813.55'±814.44'//////////////////////////////////////////////////////////////////5.32'5.78'11.65'5.72'7.99%1.00%7.19%0.42%1.57%5.00'2.89'6.00'///////////////////////////////////////////////////W6.82'4.50'6.00'-0.98%-1.00%5.18%2.77%-5.53%-1.50%-2.13%6.00'////////////////////////////////////////////////5.57'6.00'12.00'14.71' VERT. CURB11.69'2.94'-4.79%6.24%1.36%-1.83%-1.01%3.77%-3.60%-1.50%-5.73%-0.40%//////////////////////////////////////////////// ///////// //////////// /////////////////////////////////22.00'4" WIDE VERT. CURB6.00'4.00'3.00'10.22'10.25'5.50'4.50'-8.10%-8.19%-6.50%-2.17%3.00%1.23%4.00'2.48%-1.16%-1.81%-1.53%2.34%-1.97%2.69%1.57%5.00'4.81'7.00'±4.64'±9.5'BEALL INTERSECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C2 SERIES-FROM1.DWG PLOTTED BY:COOPER KRAUSE ON Dec/03/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C2.2BOZEMANMONTANACKKDJKDJ8/20191NE BEALL PED RAMP CLARIFICATION10/13/2020CPK2SE BEALL VERTICAL CURB 12/3/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.670215' RADIUS- TBC15' RADIUS- TBC14' RADIUS- TBC15' RADIUS- TBC4' x 4' MINCLEAR SPACE (TYP.)CONSTRAINED BY EXISTING DRIVE APPROACH HERECONSTRAINED BY PROPERTY LINE4' x 4' MINCLEAR SPACE4' x 5' MINTURNING SPACE4' x 4' MINTURNING SPACE6' WIDE VALLEY GUTTERFLOW LINE @1.58% PERCOB STD DWG 02529-1DETECTABLE WARNING PLATE TO BE INSTALLED PERC.O.B. STD. DWG. NO. 02529-8.NEW PEDESTRIAN RAMPS MUST MEET ALL PROPOSEDGUIDELINES FOR PEDESTRIAN FACILITIES IN THEPUBLIC RIGHT-OF-WAY (PROWAG)MAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTON1.67%2.26%0.74%2.0%1.26%2.38%BEALL STSTRIPING NOTES1. ALL STRIPING ON N. 7TH AVE SHALL BE EPOXY PAINT.2. CITY OF BOZEMAN SIDE STREETS: ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8INCHES IN WIDTH OR WIDER, WORDS, AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC ORPREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY PAINT.3. ALL CURB RADII AND PREVIOUSLY PAINTED CURB ARE TO BE PAINTED WITH YELLOW EPOXY. DONOT PAINT CURB THROUGH PEDESTRIAN RAMPS.SCALE: 1" = 5'SCALE: 1" = 5'SCALE: 1" = 5'SCALE: 1" = 5'MATCH EXISTINGSIDEWALK AT NEARESTEXISTING JOINT (± 4FT)4" VERTICAL CURBTRANSITION TO MATCHTOP OF EXISTING STEPTO THE WESTREMOVE EXISTING SIGN POST.INSTALL "NO PARKING" SIGN ONNEW LUMINAIRE TO THE NORTH.1.11EXISTING UTILITY POLE TO BE REMOVED SPRING OF 2021COORDINATE WITH ENGINEER TO SHIFT PED RAMPSLIGHTLY SO THAT THE EXISTING POLE WILL FALLCOMPLETELY IN THE WING OF THE PROPOSED RAMP.ONCE POLE IS REMOVED, REPLACE ONLY THE WEST WINGSECTION OF THE PED RAMP.222SAW CUT/ GRADING LIMITSPAINT TOP AND VERTICAL FACE OFNEW VERTICAL CURB WITH YELLOW EPOXYX14DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 X15 TY GIFFIN AT TSI AND KEVIN JACOBSEN AT MMI DISCUSSED ADDITIONAL CONCRETE REMOVAL THAT WAS NOT ANTICIPATED BUT WAS NECESSARY TO BE REMOVED AS PART OF THIS PROJECT. THIS INCLUDED VARIOUS SIZES OF OLD CONCRETE SIGN POSTS, OLD CONCRETE FOUNDATIONS, AND OLD CONCRETE SLABS UNDER ASPHALT. WE MEASURED, AS BEST AS WAS REASONABLY POSSIBLE, THE EXTENTS AND THICKNESSES OF THE ADDITIONAL CONCRETE REMOVED AND CAME TO AN AGREEMENT ON THE QUANTITY AND PRICE. A PRICE PER TON OF $168 WAS USED. SEE BULLETIN 3 FOR FURTHER DETAIL. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 1 Kevin D. Jacobsen From:Kevin D. Jacobsen Sent:Wednesday, August 19, 2020 3:40 PM To:Ty Giffin Cc:Jocie Fisher; Andrew Jensen; Ben Haugan (benhaugan@gmail.com); Austin Jordt; Cooper Krause Subject:RE: N 7th - hit list from progress meeting today Ty, Lean mix is acceptable for areas that have been excavated beyond what the plans indicate along the curb line. We are open to using screened rock in this area as well but do have more concerns than we do with the lean mix. Screened rock would require separation fabric in areas adjacent to soil/road mix to prevent fines migration. The screened rock would need to be vibrated sufficiently to prevent future settlement. Please make sure to submit the No. 8 micro chip submittal that will be installed on top of the No. 57 material. The sand that is being installed under the pavers in the median (on asphalt) will not work on top of the No. 57. Also please submit the sand material as well. Appreciate that you are testing to determine the best method for project success. Thanks! Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Ty Giffin <Ty@treasurestateinc.com> Sent: Tuesday, August 18, 2020 3:03 PM To: Kevin D. Jacobsen <kjacobsen@m-m.net> Cc: Jocie Fisher <Jocie@treasurestateinc.com>; Andrew Jensen <Andrew@treasurestateinc.com>; Ben Haugan (benhaugan@gmail.com) <benhaugan@gmail.com>; Austin Jordt <austinj@treasurestateinc.com> Subject: RE: N 7th - hit list from progress meeting today ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Kevin, Here’s an idea of what we were talking about. GGC will be assembling a set today and be ready to wrap the rigid separation fabric in a hoop tomorrow to test the strength of it standing up. If they can get compaction on the inside without bowing out, they may just select to lean mix. However, we’d like to get the screened rock backfill idea approved as a backup. WASHED ROCK VERBALLY APPROVED ON BACK SIDES AND BACK HALF OF EACH SIDE OF STRATAVAULTS - KDJ X16 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 2 Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Ty Giffin Sent: Tuesday, August 18, 2020 11:28 AM To: kjacobsen@m-m.net Cc: Austin Jordt (austinj@treasurestateinc.com) <austinj@treasurestateinc.com>; Andrew Jensen <Andrew@treasurestateinc.com>; Ben Haugan (benhaugan@gmail.com) <benhaugan@gmail.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: N 7th - hit list from progress meeting today Kevin, The subs and us met today and came up with the following hit list: DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 3 1. We need topsoil approval/comments back asap. We would like the ability to start filling cells as soon as the end of this week. 2. Give me a shout to discuss the screened rock in lieu of flowable fill for the curb side of the soil cells. Shouldn’t be an issue but want to hear your thoughts. We’ll want to know before backfilling commences. 3. Can we get all tree and light pole locations staked? Thought is to use the curb or a pk nail like you’ve been doing for easy relocation after disturbing the area behind curb. This will help to not nickel and dime survey. 4. Trevor was going to get with you on which poles he’d like to move and where. It was also discussed that we’d like to keep all hand holes out of the soil cell limits so that the boxes have a better chance at being bedded and concreted. Speaking of concrete, would you like pavers to come right up to the hand hole vault edges or still encase in concrete? 5. Want us to plan on pouring concrete stones for delineator mounting? There are also delineators that can be inserted into the ground instead of surface mounted if you want to see what they look like. Let us know. 6. Can the irrigation system removal from the construction limits and reinstalling behind new back of walk be covered under miscellaneous work? Some may require zone manipulation/rerouting. We can easily track this work on a T&M basis. That’s all I have for this am. Give me a shout to discuss. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 from email correspondance with TSI X17 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 1 Kevin D. Jacobsen From:Ty Giffin <Ty@treasurestateinc.com> Sent:Wednesday, March 31, 2021 10:19 AM To:Kevin D. Jacobsen Cc:Cooper Krause Subject:RE: RRFB visibility at Villard ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Gents, 1. And 2. Below would be $300. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Kevin D. Jacobsen <kjacobsen@m-m.net> Sent: Tuesday, March 30, 2021 11:19 AM To: Ty Giffin <Ty@treasurestateinc.com> Cc: Cooper Krause <ckrause@m-m.net> Subject: RE: RRFB visibility at Villard Ty, Thanks for getting back to us on the yield signs. It appears that item 1 below was not completed as you were waiting on our compensation confirmation. Apologies for not getting back to you as I thought the extensions were going to occur immediately (for safety reasons) and then the permanent fix to occur after the square tubing thawed out. Since we are where we are now, below is your direction moving forward. This supersedes our email direction to you on January 12, 2021. 1. Raise the west yield sign 3 feet (from 7’ clearance to 10’ clearance). Compensation will be made for the additional 3 feet of square tubing as the old tubing can be reused elsewhere. Please note we are eliminating the cantilever mount we had previously discussed for this sign. We feel the 2 foot sign blank clearance from the face of curb is better but understand that the 18” installed meets MDT standard. No compensation will be made for raising the anchor so that the bolt is above the pavers. 2. Raise the median yield sign 3 feet (from 7’ clearance to 10’ clearance). Compensation will be made for the additional 3’ of square tubing as the old tubing can be reused elsewhere. X18 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 2 Please provide the cost to complete items 1 and 2 prior to initiation of the work. Thank you, Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Ty Giffin <Ty@treasurestateinc.com> Sent: Monday, March 29, 2021 3:12 PM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; Cooper Krause <ckrause@m-m.net> Subject: FW: RRFB visibility at Villard ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Kevin, Revisiting our correspondence on the yield signs. I believe the ball was in MM’s court. Can you revisit the new discussion items below and let me know your thoughts. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Ty Giffin Sent: Thursday, January 14, 2021 11:42 AM To: Brandon Fabich <bridgersign@gmail.com>; Kevin D. Jacobsen <kjacobsen@m-m.net> Cc: Austin Jordt <austinj@treasurestateinc.com>; Cooper Krause <ckrause@m-m.net>; Ben Haugan <ben@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: RE: RRFB visibility at Villard All, Just got off the phone with Kevin. 1. Temporary extension of the sign blanks via a sleeve that is larger than the post is acceptable. Brandon, please let us know when this is completed so MM can review and get Taylor’s opinion. We agree that the most important item to complete at this time is to get the RRFB’s visible. Hold tight for now until we get an answer to the new discussion item below. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 3 2. Permanent adjustment to the median post and west base/post in the Spring and remounting of the blanks on the new longer posts is acceptable. The west base anchor needs to be raised so that the bolts are accessible above finished grade. New discussion item: 3. Kevin, Brandon mentioned that the existing installation for both the median and west sign follow MDT’s direction via the attached detail. Can you confirm? Two questions: a. Is the extension work to get the RRFB’s more visible extra work that MWHC can get reimbursed for? b. Can the West side use a non-cantilevered installation and just be extended? What is the existing distance from the face of curb to the sign blank? If greater than 12”, it could potentially stay given the direction in the attached detail. c. Let us know so we can advise Brandon which way to go. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Brandon Fabich <bridgersign@gmail.com> Sent: Thursday, January 14, 2021 10:58 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net> Cc: Austin Jordt <austinj@treasurestateinc.com>; Ty Giffin <Ty@treasurestateinc.com>; Cooper Krause <ckrause@m- m.net>; Ben Haugan <ben@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: Re: RRFB visibility at Villard Ty, I went to raise the signs today, we have bigger problems. The sign poles are froze into the sign sleeves. These sign posts are telescopic steel posts. I can add the needed length to the top of them at this time. So we can get the sign heights up to the 10 feet Kevin is looking for. Is this OK? We will re visit the sign poles in the spring after they thaw out. Please advise. thanks Brandon On Tue, Jan 12, 2021 at 5:26 PM Kevin D. Jacobsen <kjacobsen@m-m.net> wrote: Thanks Austin and Brandon for meeting out on-site this afternoon. I wanted to get back to you on a couple of the items we discussed and to provide direction to move forward. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 4 1. The west most yield sign blank shall be shifted to the west (away from the curb +/- 6”) to meet MDT clearance requirements and cantilever mounted per MDT standards. This sign shall also be set at 10’ to the bottom of the sign to allow visibility of both the school crossing sign and yield sign. 2. The median yield sign blank shall be set at 10’ to the bottom of the sign to allow visibility of both the school crossing sign and yield sign. 3. I looked into the RRFB sign mounting heights as discussed and it appears to meet standards that I found. The bottom of the ped crossing sign needs to be at 7’ and the arrow sign installed below it (and below the flashers). I believe this is how they have been installed. No changes to the RRFB signage proposed. We did discuss reducing the ped button extension distance at the median. Please provide 10 inches distance from the face of the curb to the button. 4. The yield signs and isosceles triangles (thermoplastic) were intended to be installed adjacent to each other (in-line) as shown on the drawings. On the southbound side this does not appear to be the case. The triangles are closer to the crosswalk than the sign. I don’t feel a there is a safety issue as a result of the installation and am comfortable waiting for the final walk through to determine if the regulatory agencies will want this a punch list item. It sounds like Brandon is going to try to remount the two yield signs tomorrow pending appropriate weather. Once complete please let us know and I will head out to take a look. Thanks for your assistance! Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Austin Jordt <austinj@treasurestateinc.com> Sent: Tuesday, January 12, 2021 11:31 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; Ty Giffin <Ty@treasurestateinc.com>; Brandon Fabich <bridgersign@gmail.com> Cc: Cooper Krause <ckrause@m-m.net>; Ben Haugan <ben@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: Re: RRFB visibility at Villard DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 5 ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Yup that works. Get Outlook for iOS From: Kevin D. Jacobsen <kjacobsen@m-m.net> Sent: Tuesday, January 12, 2021 11:17:31 AM To: Ty Giffin <Ty@treasurestateinc.com>; Brandon Fabich <bridgersign@gmail.com> Cc: Austin Jordt <austinj@treasurestateinc.com>; Cooper Krause <ckrause@m-m.net>; Ben Haugan <ben@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: RE: RRFB visibility at Villard I can make that work. Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Ty Giffin <Ty@treasurestateinc.com> Sent: Tuesday, January 12, 2021 11:15 AM To: Brandon Fabich <bridgersign@gmail.com> Cc: Austin Jordt <austinj@treasurestateinc.com>; Kevin D. Jacobsen <kjacobsen@m-m.net>; Cooper Krause <ckrause@m-m.net>; Ben Haugan <ben@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: RE: RRFB visibility at Villard ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Austin and MM, DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 6 Does 1 pm work? Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Brandon Fabich <bridgersign@gmail.com> Sent: Tuesday, January 12, 2021 11:13 AM To: Ty Giffin <Ty@treasurestateinc.com> Subject: Re: RRFB visibility at Villard Can we plan for 1 pm? On Tue, Jan 12, 2021 at 11:10 AM Ty Giffin <Ty@treasurestateinc.com> wrote: Brandon, Whatcha think about the solution proposed? DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 7 Want to meet onsite this afternoon to discuss? Austin should be ablet to break away to meet up with you and MM. Let us know. Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Kevin D. Jacobsen <kjacobsen@m-m.net> Sent: Tuesday, January 12, 2021 10:50 AM To: Ty Giffin <Ty@treasurestateinc.com>; Cooper Krause <ckrause@m-m.net> Cc: Ben Haugan <ben@treasurestateinc.com>; Austin Jordt <austinj@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: RE: RRFB visibility at Villard The cantilever is a good solution for the westernmost Yield sign to avoid resetting a new base. It will likely need a longer post too. The median yield sign likely just needs a longer post. I know it’s short notice but I can meet out onsite this afternoon to take a look and make decisions to move forward. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 8 Let me know. Thanks. Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Ty Giffin <Ty@treasurestateinc.com> Sent: Monday, January 11, 2021 10:55 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; Cooper Krause <ckrause@m-m.net> Cc: Ben Haugan <ben@treasurestateinc.com>; Austin Jordt <austinj@treasurestateinc.com>; Jocie Fisher <Jocie@treasurestateinc.com> Subject: Fwd: RRFB visibility at Villard ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Morning Gents, Please let us know if this is the MDT reference you're thinking we should use. Also, we will be using the existing post, not pipe like shown in the details. Cheers! Ty Giffin From: Brandon Fabich <bridgersign@gmail.com> Sent: Monday, January 11, 2021, 9:00 AM To: Ty Giffin Subject: Re: RRFB visibility at Villard DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 9 Ty, I am guessing MDT detailed drawing ( see attached) 619-18, is a viable solution for these sign locations. Please run this up the chain. On Fri, Jan 8, 2021 at 5:17 PM Ty Giffin <Ty@treasurestateinc.com> wrote: Sounds good. I'll let you know if they respond with a get together time. Have a good weekend! Cheers! Ty Giffin From: bridgersign@gmail.com <bridgersign@gmail.com> Sent: Friday, January 8, 2021 4:24:36 PM To: Ty Giffin <Ty@treasurestateinc.com> Subject: Re: RRFB visibility at Villard I will check them out Monday. Most likely a canti lever type mount on existing sign posts , however , sidewalk could be issue Sent from my iPhone On Jan 8, 2021, at 3:56 PM, Ty Giffin <Ty@treasurestateinc.com> wrote: Happy Friday All! Let me know when you’re thinking and I’ll see if Brandon is available to join us. Cheers! Ty DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 10 <image003.jpg> Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Taylor Lonsdale <tlonsdale@BOZEMAN.NET> Sent: Friday, January 8, 2021 10:33 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; Cooper Krause <ckrause@m-m.net> Cc: Ty Giffin <Ty@treasurestateinc.com> Subject: RE: RRFB visibility at Villard I should have known you all had this covered already. Thank you! Taylor Lonsdale | Transportation Engineer City of Bozeman M: 406.946.2188 From: Kevin D. Jacobsen <kjacobsen@m-m.net> Sent: Friday, January 8, 2021 9:43 AM To: Taylor Lonsdale <tlonsdale@BOZEMAN.NET>; Cooper Krause <ckrause@m-m.net> Cc: Ty Giffin (ty@treasurestateinc.com) <ty@treasurestateinc.com> Subject: RE: RRFB visibility at Villard DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 11 Hi Taylor. Thank you for sharing this information from your neighbor. They make a good point and one that we are aware of and are working to remedy. The far west Yield sign was installed too low and needs to be raised a foot and shifted to the west around 6” to meet MDT sign standards. We are also looking to raise it even higher than that in order to achieve a clearer driver line of sight to the RRFB flashers and the crosswalk sign. The median Yield sign also needs to be raised as well and we will do the same to achieve a clear line of sight to the RRFB and crosswalk sign. We have previously been in communication with the contractor on the west Yield sign and I am including Ty on this response so he is aware and can assist with necessary modifications. Ty, could we meet with you, Brandon, or others on-site to determine appropriate modifications to these signs? I am thinking we can achieve good results without having to relocate sign posts, just reposition sign blanks on the sign posts (may need longer sign posts). Taylor, do you have any thoughts for us and would you like to visit on site as well? Let us know. Thanks, <image004.png> Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle <image005.png> 406.922.6823 direct | 406.581.0730 mobile From: Taylor Lonsdale <tlonsdale@BOZEMAN.NET> Sent: Wednesday, January 6, 2021 11:13 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; Cooper Krause <ckrause@m-m.net> Subject: RRFB visibility at Villard ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 12 Hi Kevin and Cooper. One of my neighbors pointed out to me the that the flashers of the west RRFB for SB N 7th Ave is obstructed by the Yield Here to Pedestrians sign. I suspect this is a result of the new RRFB location. Please take a look at let’s see what we can do to rectify this. Thank you and happy new year. Taylor Lonsdale, PE | Transportation Engineer City of Bozeman | 20 E. Olive St. | Bozeman, MT 59715 O: 406.582.2286 M: 406.946.2188 tlonsdale@bozeman.net www.bozeman.net pronouns: he\him\his City of Bozeman emails are subject to the Right to Know provisions of Montana’s Constitution (Art. II, Sect. 9) and may be considered a “public record” pursuant to Title 2, Chpt. 6, Montana Code Annotated. As such, this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City’s record retention policies. Emails that contain confidential information such as information related to individual privacy may be protected from disclosure under law. City of Bozeman emails are subject to the Right to Know provisions of Montana’s Constitution (Art. II, Sect. 9) and may be considered a “public record” pursuant to Title 2, Chpt. 6, Montana Code Annotated. As such, this email, its sender and receiver, and the contents may be available for public disclosure and will be retained pursuant to the City’s record retention policies. Emails that contain confidential information such as information related to individual privacy may be protected from disclosure under law. -- Brandon Fabich Bozeman Division DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 13 Mountain West Holding Company 290 Pronghorn Trail #6 Bozeman, MT 59718 Cell: (406) 599-7122 Office: (406) 522-3833 Fax: (406) 522-3943 -- Brandon Fabich Bozeman Division Mountain West Holding Company 290 Pronghorn Trail #6 Bozeman, MT 59718 Cell: (406) 599-7122 Office: (406) 522-3833 Fax: (406) 522-3943 -- Brandon Fabich Bozeman Division Mountain West Holding Company 290 Pronghorn Trail #6 Bozeman, MT 59718 Cell: (406) 599-7122 Office: (406) 522-3833 Fax: (406) 522-3943 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 1 Kevin D. Jacobsen From:Ty Giffin <Ty@treasurestateinc.com> Sent:Wednesday, April 14, 2021 3:52 PM To:Kevin D. Jacobsen; Cooper Krause Cc:Jocie Fisher; Abby Subject:FW: 7th Street Crossing Attachments:Mendenhall Fiber Sleeve Under N 7th.pdf ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Gents, I apologize for not getting this out sooner today. Been slammed! MTL would like to have the bore completed by this week. I’m hoping that the coordination Trevor started with Cooper yesterday towards an answer didn’t get held up because of pricing by me. See description below. Trevor mentioned that he also proposed the vault to be moved closer to the curb in order to avoid an angle his bore bit cannot make. Here’s the proposed change. Item 167 Install Fiber Conduit -130 lf @ 28/ft $ -3,640 Item X21 4” Sleeve Bore and pull Owner provided conduit 130 @ 94.00 $ 12,220 Item 123 Removal and Disposal – Asphalt and Concrete TBD Item 125 Saw Cut Asphalt / Concrete TBD Item 133 6” Reinforced Concrete TBD Any other items you can think of? Do you want a formal CO written up or just add this to CO 3, or add within CO 4 with Cooper’s change today for the soil cells? Cheers! Ty Ty Giffin PO Box 588 Belgrade, MT 59714 (406) 924-4525 office (406) 924-8452 fax (406) 595-2119 mobile treasurestateinc.com From: Trevor Livesay <trevor@mtlines.com> Sent: Tuesday, April 13, 2021 7:25 PM To: Ty Giffin <Ty@treasurestateinc.com> Cc: Austin Jordt <austinj@treasurestateinc.com>; Pat Bomgardner <pat@mtlines.com>; Jodie Tooley <jodie@mtlines.com> Subject: RE: 7th Street Crossing Contractor to provide remainder of SDR 13.5 spool (500 LF - 130LF = +/- 370 LF) to the City of Bozeman. Deliver to storage yard and place next to Futurepath conduit. X19 DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 2 Ty, as requested, we can install a sleeve for the fiber on the north side of Mendenhall under N. 7th. The current bid item is to bore approximately 275 ft of Owner-furnished Future Path, per Sheet E2.1. The western half of this work would be unchanged. The eastern half of the run is under N. 7th at approximately 135’ in length between the fiber vaults. For this run, we would forgo payment for installing the work as per our current contract, and instead offer a new bid item. This new bid item would be for us to furnish and bore 4” SDR 13.5 HDPE pipe between the fiber vaults and then pull the Owner-furnished Future path into that sleeve and the vaults at each end. The fiber vaults already have a bid item for replacement in this Contract, as does some sidewalk in these areas. Our price to provide and bore in the 4” sleeve and pull into in the Future Path is $81.75/lf. Please see attached for reference and we would like to start soon. Please let us know if you have any questions. Thank you, Trevor. Trevor Livesay www.mtlines.com Mobile 406.590.1409 From: Kevin D. Jacobsen <kjacobsen@m-m.net> Sent: Thursday, September 3, 2020 5:27 PM To: Mitch Hergett <mhergett@ctcnet.us>; Trevor Livesay <trevor@mtlines.com> Cc: Ty Giffin (ty@treasurestateinc.com) <ty@treasurestateinc.com>; Cooper Krause <ckrause@m-m.net> Subject: RE: 7th Street Crossing Mitch, Thank you for coordinating with Trevor. Sounds like you discussed several options for the Mendenhall bore. Trevor, do you have the information you were needing? How else can we assist? Thanks, Kevin D. Jacobsen, PE, LEED AP Senior Civil Engineer, Morrison-Maierle 406.922.6823 direct | 406.581.0730 mobile From: Mitch Hergett <mhergett@ctcnet.us> Sent: Monday, August 31, 2020 9:23 AM To: Kevin D. Jacobsen <kjacobsen@m-m.net>; trevor@mtlines.com Subject: 7th Street Crossing ***This message originated from an External Source.*** Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Keven, Trevor, I wanted to follow up with you on our conversation Friday regarding the 4-inch SDR 11 sleeve. I think we are in a pretty good place to proceed. I did some research on both products and the 7-way duct is supposed to be able to bend twice as well as the 4-inch we are planning to pull into. I still think it would be worthwhile for Trevor to take a look at the product to get a sense of how DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 3 practical it would be to bend the 7-way. I also spoke to David Fine, and while it would be nice to run the 4-inch from vault to vault, the City can live with it just acting as a sleeve under the roadway and not making it all the way to the vault. Trevor – I don’t want to create extra work for you, but is it possible (and practical) to try and pull the 7-way into the 4- inch duct from end to end and if that doesn’t work, just cut off the ends of the 4-inch as we discussed on the call. Best Regards, Mitch Mitch Hergett Senior Engineer | CTC Technology & Energy 10613 Concord Street, Kensington, MD 20895 Cell: 406.579.1858 mhergett@ctcnet.us | www.ctcnet.us The CTC team is working remotely, with no change to availability, during the current crisis. Please don’t hesitate to contact us for any assistance you need. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ////////////////////////////////////////////////////////////////// /// /// /// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////±15'±15'MENDENHALL FIBER DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\MENDENHALL FIBER DETAILS.DWG PLOTTED BY:KEVIN D. JACOBSEN ON Jul/01/2020COPYRIGHT ©MORRISON-MAIERLE, INC. ,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063E2.1BOZEMANMONTANACKARGKDJ8/20191BULLETIN #105-29-2020KDJ2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702N. 7TH AVEMENDENHALL STNEW FIBER VAULTAFTER INSTALLATION OF NEW VAULT, REPLACE UPTO THREE (3) PANELS OF SIDEWALK AS SHOWN.SAW CUT EXISTING CONCRETE AT A JOINT NEARESTTO THE PROPOSED HATCH SHOWN ABOVE.REPLACE TWO (2) DAMAGED ANDSETTLED CONCRETE SIDEWALKPANELS-2NEW FIBER CONDUIT (DIRECT LENGTH = 250 LF)PROVIDED BY CITY. INSTALLED BY CONTRACTOR.REFER TO SPEC SECTION 27100 AND REFER TO DETAIL 1ON THIS SHEET FOR CONDUIT DEPTH AND SETBACK.CONTRACTOR SHALL BORE CONDUIT UNDER N. 7TH AVE.REMAINING STRETCH ALONG MENDENHALL ST. MAY BEBORED OR TRENCHED. CONTRACTOR SHALL REPAIR ALLSURFACES DISTURBED BY CONDUIT INSTALLATION.EXISTING FIBER VAULT. REMOVE AND REPLACEWITH NEW VAULT PER DETAIL 2 BELOW. EXISTINGFIBER CONDUIT STUB AND ANY ASSOCIATEDFIBER LINES SHALL REMAIN INTACT.EXISTING FIBER CONDUIT STUB AND ANY FIBERLINES SHALL REMAIN IN TACT.D1.11FIBER CONDUIT TRENCHING DETAIL1--FIBER CONDUIT MAINTENANCE HOLE2--EXISTING FIBER CONDUIT TO REMAINMAINMENDENHALLLAMME AFTER INSTALLATION OF NEW VAULT, REPLACE UPTO THREE (3) PANELS OF SIDEWALK AS SHOWN.SAW CUT EXISTING CONCRETE AT A JOINT NEARESTTO THE PROPOSED HATCH SHOWN ABOVE.D1.11EXTEND CONDUIT +/- 50LF FROM VAULT TO WESTAND STUB CONDUIT ABOVE SURFACE ONE FOOTNORTH OF SIDEWALK. CAP STUB.B1B1X19130 ft85 ft50 ft4" SDR 13.5SLEEVEFIBERVAULTFIBERVAULTFIBERVAULTDocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 memo TO: Ty Giffin, PE Treasure State Inc. FROM: Kevin Jacobsen, PE DATE: September 23, 2020 JOB NO.: 0417.063 RE: N7th Avenue Streetscape – 2020 | Bulletin #2 CC: Urgent For Review Please Comment Please Reply For Your Use Attached please find attached Bulletin #2 which provides direction to you on several modifications that are being made to the construction plans. Below is a generalized list of items that make up Bulletin #2. Updated irrigation sheets are not included in this bulletin, although quantity changes as a result of items below are accounted for in quantity adjustments (Tree removal/move, luminaire move, etc.). 1. 203 N7th (Sheet C1.2) a. Added parking lot striping quantity to bid. No change to sheet, not included. 2. 310 N 7th (Sheet L1.2, L1.6) a. Removed tree and all associated appurtenances from Sta. 12+66. 3. 317 N7th (Sheet C1.3, C1.4) a. Removed parking lot striping from project. Quantity not originally included so no change in quantity. b. Moved tree from Sta. 13+10 to south (best fit in field, fiber vault conflict). c. Moved tree from Sta. 13+33 to south (best fit in field, fiber vault conflict). 4. Villard Intersection (Sheet C3.1) a. Added yellow epoxy median curb paint to bid for new west side median curb. b. Provided striping clarification. c. Removed R3-2 sign from median. d. Moved R1-5 sign from west side of sidewalk to the curb bulb. 5. 420 N7th (Sheet C1.5) a. Provided grading clarification. b. Added non-slip yellow epoxy paint to nose of stair. 6. 425 N7th (Sheet C1.5) a. Existing foundation and slab sawcut, demolition, and haul off. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 N7th Avenue Streetscape – 2020 | Bulletin #2 Page 2 7. 426 N7th (Sheet C0.3, C1.5) a. Added bid item for relocation of Bozeman Trophy Sign. No change to sheet C0.3, not included. b. Added non-slip yellow epoxy paint to nose of stairs. 8. 438 N7th (Sheet C1.5) a. Added clarification for removal and replacement of retaining wall. 9. 511 N7th (Sheet C1.7, L1.4, L1.8) a. Moved luminaire from Sta. 21+51 to Sta. 21+59. b. Removed tree and all associated appurtenances from Sta. 21+59. c. Moved tree from Sta. 21+84 to south (best fit in field, fiber vault conflict). d. Moved tree from Sta. 22+09 to south (best fit in field, fiber vault conflict). e. Repair damaged storm drain culvert with new 24” culvert (25LF). f. Repair damaged storm drain manhole with new square manhole cover (incl. frame and cover). g. Add rebar to sidewalk over the storm drain pipe. h. Modified layout of Stratavault to fit around existing storm drain pipe and fiber vault. i. Added parking lot striping quantity to bid. 10. Delineator Clarification (Sheets C1.3, C1.5, C1.6, C1.7, C3.1) a. Provided delineator clarification. 11. Pole Bae Foundation Depth (E0.2) a. Provided clarification of foundation depth in areas adjacent to soil cells. 12. Pull Box (Sheet E1.1, E1.2) a. Provided additional requested pull boxes (three total) 13. Striping Demolition (Sheet C0.2) a. Provided striping clarification. If you have any questions, please let me know. Attachments Thanks, Kevin DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Item # Description Change Unit Cost Total 109 Pull Box 3 EA $925.00 $2,775.00 113 Tree Receptacels -2 EA $500.00 -$1,000.00 124 Remove Existing Pavement Markings 127 SF $3.50 $444.50 126 Excavation -35 CY $39.25 -$1,373.75 131 1-1/2" Minus Crushed Base Course 0 CY $50.00 $0.00 132 3" Minus Crushed Gravel 2 CY $49.00 $98.00 133 6" Thick Concrete -216 SF $9.00 -$1,944.00 134 7" Thick Reinforced Concrete Crosswalk (for reinforced sidewalk over storm drain)236 SF $16.00 $3,776.00 157 White Epoxy Pavement Markings 0.15 GAL $550.00 $82.50 158 Yellow Epoxy Pavement Markings (Includes non-slip stair paint) 10.1 GAL $550.00 $5,555.00$0.00 201 Permeable Pavers -191 SF $31.75 -$6,064.25 202 Biaxial Geogrid -11.4 SY $7.25 -$82.65 203 Geotextile Fabric -11.4 SY $13.25 -$151.05 204 Permeable Setting Bed (ASTM No. 8) -1.2 CY $42.00 -$50.40 205 Permeable Base Agg. (ASTM No. 57) -14.25 CY $30.00 -$427.50 207 Planting Soil Including Amendments -48 CY $59.75 -$2,868.00 208 Mulch -0.28 CY $176.00 -$49.28 209 Root Barrier -64 SF $1.50 -$96.00 210 Tree Wrap and Staking -2 EA $35.00 -$70.00 211 Tree- - 2.5"-1 EA $650.00 -$650.00 212 Tree- #25 -1 EA $700.00 -$700.00 215 Soil Cells -69 CY $356.75 -$24,615.75 216 Filter Grid (Soil Cell Wrap)-102 SY $6.25 -$637.50 217 Tree Guard -2 EA $875.00 -$1,750.00 218 Tree Grate -2 EA $1,650.00 -$3,300.00 219 Landscape Weed Fabric -3.5 SY $37.50 -$131.25$0.00 X2 Item 213 (Irrigation) Modification-V.2 1 LS X4 Relocate Business Sign - Bozeman Trophy 1 LS $17,500.00 $17,500.00 X6 Storm Drain MH and Fix @ Rikki's 1 LS $5,238.70 $5,238.70 X7 Gallatin Valley Motors Wall Removal - Option 2 1 LS $7,875.00 $7,875.00 X8 New Delineator 4 EA X9 Reset Existing Delineator 6 EA X10 Remove/Replace Existing Landscape Retaining Wall and Landscaping/Irrigation/Etc. - Speedy Lube 1 LS -$2,616.68 X6: Per Change Order #2 X7: Per Change Order #2 X8: New Delineator - MDT Standard Yellow (includes 9"x 9"x4" concrete pad) X9: Reset Existing Delineator (includes 9"x 9"x4" concrete pad) X10: Per Bulletin #2 Sheet C1.5 X4: Per Change Order #2 X2: The LS bid item #213 price change based on Bulletin #2. N. 7th Streetscape Improvements - 2020 Change in Quantities Associated with Bulletin #2 (net increase / decrease from bid quantities) DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 12SD12SD//////////// //////////// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////GGGGGGGGGGGGGGGGGGGGGGGGG///////////////////// /////////////////////////// ////// //////////////////////////////////////////////////////////////////////////////////// /////////////// //////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////CIVIL DEMO PLANSTA 10+25 TO 16+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C0 SERIES_FROM1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/28/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C0.2BOZEMANMONTANACKKDJKDJ8/2019B2BULLETIN #28/28/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702MAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTONWESTVILLARD STSEE SHEET C3.1MATCHLINESHEET C0.1MATCHLINESHEET C0.3SEE SHEET C3.1B2B2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 /////////////////////////////////////////////////////////////// ///////// //////////////////////////////////////////////// ////////////////////////////////////////////////////// //////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// ///////////////////////////////// ///////// ///GGGGGGGGGGGGGGGGGGGGG/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// //////////// /// /////////22.00'VERT. CURB4.00'813.14'810.97'809.22'807.73'806.80'808.59'808.34'807.69'20.00'36.49'810.03'810.44'26.30'24.98'125.54'18.14'27.09'9.14'809.47'809.46'808.43'809.80'4.01'3.68'25.21'CIVIL GRADING/DRAINAGESTA 10+00 TO 12+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C1 SERIES-COMBINED.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C1.3BOZEMANMONTANACKKDJKDJ4/2019B2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702N. 7TH AVEMAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTONBEALL STMATCHLINESHEET C1.2MATCHLINESHEET C1.4SLAB FOR BUS SHELTERPROTECT EXISTING SIGN.GRADE LAWN AREA TO EXISTINGCONCRETE BASEDO NOT DISTURB EXISTINGTIMBER RETAINING WALLREPLACE VERTICAL CURB TO MATCHEXISTING. FINISH EAST EDGE WITH 45°ANGLE TO BE FLUSH WITH NEW SIDEWALKMAXIMUM 2% SLOPE ATSTORE ENTRANCE1.50%(TYP.)1.50%(TYP.)NOTES:1. ALL PEDESTRIAN RAMPS ARE TO BE 6FT WIDE, UNLESS OTHERWISEDIMENSIONED ON PLANS.KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.INSTALL NEW CURB AND DRIVE APPROACH PER COB STD DWG 02529-12.REPLACE MEDIAN CONCRETE WITH NEW PAVERS. SEE DETAIL 8, SHEET D1.1.TEMPORARYCONSTRUCTIONEASEMENT (TYP.)REPLACE EXISTING DELINEATOR ON NEW CONCRETE PAD.4" THICK BY TWO PAVER WIDTHS SQUARE (± 9" SQUARE)B2B2B2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// ////////////////////////GGGGGGGGGGGGGGGGGGGGGGGGGG/////////////////////////// ///////// //////////////////////////////////// /// ////// //////////////////////////////////////////////////////////////////////// //////////// /// ///////// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////EX 15 SDEX 15 S D EX 15 S D EX 15 SD12SD12SD12SD12SDkeep this stop bar he 800.48'799.87'35.64'10.00'806.78'805.92'34.12'4.00'TBC = 801.71'TBC = 801.97'TBC = 802.38'TBC = 802.78'R50.00'R35.00'37.08'2.15'5.0'6.00'16.00'TBC = 800.94'TBC = 801.59'TBC = 800.52'4.01'3.68'25.21'5.00'1.52%805.22'805.13'804.23'804.22'803.57'803.52'4.45%804.06'43.58'R50.00'R35.0'CIVIL GRADING/DRAINAGESTA 12+50 TO 15+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C1 SERIES-COMBINED.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C1.4BOZEMANMONTANACKKDJKDJ08/2019B2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702N. 7TH AVEMAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTONMATCHLINESHEET C1.3MATCHLINESHEET C1.5W. VILLARD STMATCH EXISTINGSIDEWALKPROPERTYLINE (TYP.)EXISTING MEDIAN CURB TO REMAINEXISTING MEDIAN CURB TO BE REMOVED± 155 LF NEW MEDIAN CURBMATCH EXISTING1.50%(TYP.)1.50%(TYP.)NOTES:1. ALL PEDESTRIAN RAMPS ARE TO BE 6FT WIDE, UNLESS OTHERWISEDIMENSIONED ON PLANS.2. SEE SHEET C3.1 FOR VILLARD INTERSECTION SIGNAGE AND STRIPING.KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.REPLACE MEDIAN CONCRETE WITH NEW PAVERS. SEE DETAIL 8, SHEET D1.1.1.50%(TYP.)TEMPORARYCONSTRUCTIONEASEMENT (TYP.)INSTALLVERTICAL CURBB2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////// /////////////// /////////////// ///////////////GGGGGGGGGGGGGGGGGGGGGGGGGG////////////////////////////////////////////////////// /////////////// /////////////// /////////////// /// ///////// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////799.64'799.52'799.35'799.20'800.29'800.20'32.66'10.00'10.00'51.75'14.00'± 4.0'801.04'801.54'800.51'801.01'800.11'799.97'799.76'799.79'23.00'18.00'4.00'4.00'5.00'7.70'5.00'799.12'799.04'13.65'6.00'799.16'798.98'2.15'3.29'2.73'4.00'10.89'34.39'34.10'798.85'798.69'5.00'CIVIL GRADING/DRAINAGESTA 15+50 TO 18+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C1 SERIES-COMBINED.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C1.5BOZEMANMONTANACKKDJKDJ08/2019B1BULLETIN #105/29/2020CPKB2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702MAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTONMATCHLINESHEET C1.4MATCHLINESHEET C1.6PROPERTY LINE (TYP)1.50%(TYP.)SAW CUT WALL AT EDGE OF NEW SIDEWALK.CUT END OF REMAINING WALL TO 45° (1:1) ANGLEABOVE FINISHED GRADE, AND ROUND OFF EXPOSEDEDGES BY GRINDING SMOOTH ¾” CHAMFER.STEP- ONE RISERO/S 1.0' FROM EDGE OF WALKSEE NOTE 2.800.31/ 800.77800.22/ 801.72REPLACE CURB ANDGUTTER TO NORTHEND (BOTTOM) OFEXISTING FLARENEW VERTICAL CURBSAW CUT AND REMOVECONCRETE RETAINING WALL TO EAST. CUT END OF REMAINING WALL TO 45°ANGLE ABOVE FINISHED GRADE, ANDROUND OFF EXPOSED EDGES BYGRINDING SMOOTH 3/4"CHAMFER.1.50%(TYP.)MATCHEXISTING WALK.INSTALL TWONEW STEPS.SEE NOTE 2.MATCH EXISTING WALKINSTALL THREE NEW STEPSSEE NOTE 2.NOTES:1. ALL PEDESTRIAN RAMPS ARE TO BE 6FT WIDE, UNLESS OTHERWISEDIMENSIONED ON PLANS.KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.INSTALL NEW CURB AND DRIVE APPROACH PER COB STD DWG 02529-12.REPLACE MEDIAN CONCRETE WITH NEW PAVERS. SEE DETAIL 8, SHEET D1.1.TEMPORARYCONSTRUCTIONEASEMENT (TYP.)MATCH BOTTOM OF EXISTING STEPSELEV= ±4800.81B2B2B2REMOVE AND REPLACE EXISTING CMU RETAININGWALL AND ALL DISTURBED LANDSCAPING,IRRIGATION, ETC. TO EAST OF NEW SIDEWALK.COORDINATE WITH OWNER.B2REPLACE EXISTING DELINEATOR ON NEW CONCRETE PAD.4" THICK BY TWO PAVER WIDTHS SQUARE (± 9" SQUARE)2. HIGHLIGHT THE EDGE (NOSE) OF EACH NEW STEPWITH NON-SLIP YELLOW EPOXY PAINT.4" WIDE TOTAL (2" ON TOP FACE, 2" ON VERTICAL FACE)B2EXISTING FOUNDATION WALL TO BE SAWCUT, DEMOLISHED AND HAULED OFF. REMOVE ENTIRE SLAB AND 0.5' DEPTH OF FOUNDATION @ 5' BEYOND SIDEWALK AND 1.0'DEPTH OF FOUNDATION ON SIDEWALK SIDE OF FOUNDATION.COMPACT 1.5” MINUS ROAD MIX AS PREP FOR ASPHALT PLACEMENTB2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////// /// //////////// /// //////////// /// //////////// /// //////////// /////////////// ////////////////////////////////////////////////////////////GGGGGGGGGGGGGGGGGGGGGTT T //////////// /// /// ///////////////////// ///////// /////////////// ///////////////////////////////////////////////////////////////////////////////// /// ///////////////////////////////////////////////////////////////5.00'797.94'797.71'35.78'4.00'12.00'35.05'797.47'797.17'20.00'798.98'798.69'35.12'798.22'798.04'±2.5'CIVIL GRADING/DRAINAGESTA 18+50 TO 21+00N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C1 SERIES-COMBINED.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C1.6BOZEMANMONTANACKKDJKDJ08/20191ADDENDUM #101/22/2020CPKB1BULLETIN #105/29/2020CPKB2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702MAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTONSHORT STMATCHLINESHEET C1.5MATCHLINESHEET C1.71.50%(TYP.)1.50%(TYP.)MATCHEXISTINGSIDEWALKNOTES:1. ALL PEDESTRIAN RAMPS ARE TO BE 6FT WIDE, UNLESS OTHERWISEDIMENSIONED ON PLANS..IMPROVEMENTS COMPLETED UNDER "N. 7TH STREETSCAPE IMPROVEMENTS - 2017"KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.REPLACE MEDIAN CONCRETE WITH NEW PAVERS. SEE DETAIL 8, SHEET D1.1.±25 LF NEW CURB TO REPLACE EXISTINGAPPROACH LAYDOWNAPPROXIMATE LOCATION OF EXISTING STORM DRAIN .PRIOR TO CONSTRUCTION, CONTRACTOR SHALLEXPOSE PIPE TO VERY LOCATION AND DEPTHAND NOTIFY ENGINEER OF POTENTIAL CONFLICTS.B2B2REPLACE EXISTING DELINEATOR ON NEW CONCRETE PAD.4" THICK BY TWO PAVER WIDTHS SQUARE (± 9" SQUARE )DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ////////////////////////////////////////////////////////////////////////////////////////// ////// /// //////////////////////// /// //////////// /// /// //////////////////////// ////////////////////////////////////////// ////////////////////////////// /////////////// /////////////// ////////////////////////////////////////////////////////////////////////TGGGGG///////// ////////////////////////////// ///////// /// ///////// ///////// ///////////////////////////////////////////////////////////////////////////////////////////////////EX 15 SDEX 15 SDEX 15 SDEX 15 SDEX 15 SDEX 15 SDEX 15 SDEX 15 SD12.00'35.05'30.00'797.47'797.17'796.90'796.76'20.00'CIVIL GRADING/DRAINAGESTA 21+00 TO 23+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\C1 SERIES-COMBINED.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063C1.7BOZEMANMONTANACKKDJKDJ08/2019B2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702N. 7TH AVEMATCHLINESHEET C1.6DURSTON ROADMAINMENDENHALLLAMMEBEALLVILLARDSHORTDURSTON1.50%(TYP.)MATCHEXISTINGSIDEWALK.IMPROVEMENTS COMPLETED UNDER "N. 7TH STREETSCAPE IMPROVEMENTS - 2017"TEMPORARYCONSTRUCTIONEASEMENT (TYP.)KEYNOTES:INSTALL NEW DRIVE APPROACH USING EXISTING CURB TRANSITION SECTIONS.REPLACE MEDIAN CONCRETE WITH NEW PAVERS. SEE DETAIL 8, SHEET D1.1.REPLACE EXISTINGWHEEL STOPS @ 2'BEHIND SIDEWALK(6 TOTAL)REFRESH EXISTING YELLOW PAVEMENT MARKINGS(8 STRIPES, 6 TOTAL STALLS TOTAL).EXTEND TO 20FT BEHIND SIDEWALKUSE YELLOW EPOXY PAINTB2B2B2B2REPLACE EXISTING DELINEATOR ON NEW CONCRETE PAD.4" THICK BY TWO PAVER WIDTHS SQUARE (± 9" SQUARE )APPROXIMATELOCATION OFSTORM DRAININSTALL #4 BARS ON 2' X 2' GRID± 36 LF CENTER ON STORM DRAIN CROSSINGINSTALL NEW PRECAST STORM MANJOLE COVERSET TO GRADE. INSTALL EXISTING FRAME ANDCOVER OR NEW FRAME AND "STORM" COVER.DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ///////////////////////////////////////////////////////// /////////////// ///////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / //////////////////////////////////////////////////////////////////////// ////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////// 12SD 12SD///////////////////////////////////////////////////////// /////////////// ///////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / //////////////////////////////////////////////////////////////////////// ////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////. . . . . . . . .YIELDHERETOYIELDHERETOYIELDHERETOVERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\VILLARD-SIGN AND STRIPE.DWG PLOTTED BY:COOPER KRAUSE ON Sep/21/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle N.7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020 0417.063 MONTANA VILLARD INTERSECTION SIGNING AND STRIPING C3.1 CPK CPK KDJ 08/2019 B2 BULLETIN #2 09/18/2020CPK BOZEMAN 20 4010200 SCALE IN FEET N. 7TH AVE.W. VILLARD ST.NEW CONCRETE NEW PERMEABLE PAVERS 4 D-1 . 1 1 .1 S1-1 (36" X 36") W16-7P (21" X 15") WITH RRFB 3 E0.3 R1-5 36" X 36" R1-5 36" X 36" R1-5 36" X 36" S1-1 (36" X 36") W16-7P (21" X 15") WITH RRFB 3 E0.3 1 R3-2 36" X 36" NEW WHITE THERMOPLASTIC WORDS AND SYMBOLS (TYP.) WHITE SHARKS TEETH (TYP.) WHITE THERMOPLASTIC CROSSWALK BARS (TYP.) EXISTING 4" SOLID WHITE EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE EXISTING 8" SOLID YELLOW EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE EXISTING 8" SOLID YELLOW EXISTING 4" WHITE (9:15) SKIP STRIPE EXISTING 8" SOLID WHITE 4" DOUBLE YELLOW EPOXY (TYP.) 24" WHITE THERMOPLASTIC 12.00' 12.79' 12.80' 12.00' ±9.1' ±9.4' "NO PARKING ANY TIME" SIGNS (R7-1) ARROWS POINT TO EACH SIGN "NO PARKING ANY TIME" SIGNS (R7-1) ARROWS POINT TO EACH SIGN "NO PARKING HERE TO CORNER" SIGN PER CITY OF BOZEMAN ARROW POINTS TO N 7TH "NO PARKING HERE TO CORNER" SIGN PER CITY OF BOZEMAN ARROW POINTS TO N 7TH MDT STANDARD PIN DOWN CURB (TYP.) CONCRETE CROSSWALK PER DETAIL 4, SHEET D1.1 RESET EXISTING "STOP" AND STREET SIGNS ON NEW POLE AND BASE RESET EXISTING "STOP" AND STREET SIGNS ON NEW POLE AND BASE STRIPING NOTES 1. ALL STRIPING ON N. 7TH AVE SHALL BE EPOXY PAINT. 2. CITY OF BOZEMAN SIDE STREETS: ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS, AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY PAINT. 3. ALL CURB RADII, CURB BULBS AND PREVIOUSLY PAINTED CURB ARE TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS. 4. INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS. FOR INSTALLATION IN PAVER AREAS, INSTALL A NEW 4" THICK CONCRETE PAD BY TWO PAVER WIDTHS SQUARE (±9" SQUARE). NEW 8" WHITE LANE DIVIDER (TYP.) B2 B2 YELLOW EPOXY PAINT ON ALL NEW MEDIAN CURB NEW YELLOW CURB PAINT ON EXISTING CURB EXTENDED TO "NO PARKING" SIGN, BOTH SIDE OF THE ROAD NEW YELLOW CURB PAINT ON EXISTING CURB EXTENDED TO "NO PARKING" SIGN, BOTH SIDE OF THE ROAD NEW 4" WHITE (9:15) SKIP STRIPE NEW 4" WHITE (9:15) SKIP STRIPE NEW 8" WHITE THERMOPLASTIC NEW 8" WHITE THERMOPLASTIC DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 2.2'±6'SIDEWALKVARIES (5.5'±)BOULEVARDEASEMENTLINE1.5%VARIES(1.5% TYP.)6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY)6" MIN. COMPACTED, OPEN-GRADED, CRUSHED, ANGULARSTONE ASTM NO. 57(APPROVED ALTERNATE: 6" MIN. COMPACTED 1 12" (-) BASE)SUBGRADE SCARIFIED TO 6" DEPTH,MOISTURE CONDITIONED AND RECOMPACTEDTO 95% OF ASTM D 698.4 (MIN.) : 18" MIN. COMPACTED 3" (-) CRUSHED SUB-BASE COURSE.TENCATE MIRAFI BXG110 GEOGRID4" PERMEABLE PAVERS, LANDSCAPE DRAWINGSCURB AND GUTTER WHERE NOTEDON PLANS (SEE MDT DWG. NO. 609-05)4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSEUNDISTURBED SUB-BASE COURSE/GEOTEXTILE OR MATCH EXISTINGSUBGRADE SCARIFIED TO6" DEPTH, MOISTURECONDITIONED ANDRECOMPACTED TO95% OF ASTM D 698.EXISTING GRADE2" PERMEABLE SETTING BED, ASTM NO.86" MIN. COMPACTED, OPEN-GRADED,CRUSHED, ANGULAR STONE ASTM NO.574 (MIN.) : 1TENCATE MIRAFIRS280i GEOTEXTILEMIRIFI 600X GEOTEXTILE AS NEEDED TO BRIDGE CLAY SOILS,OR AS DIRECTED BY ENGINEER.IF SUB-EX AND IMPORTED SUB-BASE IS REQUIRED, ENGINEERAUTHORIZATION IS REQUIRED BEFORE PROCEEDING.VARIES (6" MAX.)MATCH EXISTINGPAVEMENT SECTION AND MATERIALSFINISHEDGRADE5"SIDEWALKPER PLANPROVIDE 34" CHAMFER ON ALLEXPOSED EDGES12"6"8"18"4" MIN. 1 12" CRUSHEDBASE COURSE2.2'±6'SIDEWALKVARIES (5.5'±)BOULEVARDEASEMENTLINE1.5%VARIES(1.5% TYP.)6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY)4 (MIN.) : 1FILTER GRID ANDSTRUCTURAL SOIL CELLSPER LANDSCAPE DETAILS4" PERMEABLE PAVERS, LANDSCAPE DRAWINGSCURB AND GUTTER WHERE NOTEDON PLANS (SEE MDT DWG. NO. 609-05)4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSEUNDISTURBED SUB-BASE COURSE/GEOTEXTILE OR MATCH EXISTINGEXISTING GRADE2" PERMEABLE SETTING BED, ASTM NO.84 (MIN.) : 16" MIN. COMPACTED, OPEN-GRADED, CRUSHED, ANGULARSTONE ASTM NO. 57(APPROVED ALTERNATE: 6" MIN. COMPACTED 1 12" (-) BASE)VARIES (6" MAX.)18"SIDEWALKPER PLAN5"FINISHEDGRADEMATCH EXISTINGPAVEMENT SECTION AND MATERIALSPROVIDE 34" CHAMFER ON ALLEXPOSED EDGES8"18"4" MIN. 1 12" CRUSHEDBASE COURSE2.2'±TYP.6'SIDEWALKVARIES (5.5'±)APRONEASEMENTLINE1.5%VARIESMATCH EXISTINGAT SAW CUT LINEPER PLANSLOPEPER PLAN(10% MAX.)DRIVEWAY DROP CURBWHERE NOTED ON PLANS4" MIN. COMPACTED 1 1/2" (-)CRUSHED BASE COURSEUNDISTURBED SUB-BASE COURSE/GEOTEXTILE OR MATCH EXISTING6" M-4000 REINFORCEDCONCRETE (1.5# FIBERMESH/CY)6" MIN.- COMPACTED 1 12" (-) CRUSHED COURSESUBGRADE SCARIFIED TO6" DEPTH, MOISTURE CONDITIONED ANDRECOMPACTED TO 95% OF ASTM D 698.MIRIFI 600X GEOTEXTILE AS NEEDED TO BRIDGE CLAY SOILS,OR AS DIRECTED BY ENGINEER.IF SUB-EX AND IMPORTED SUB-BASE IS REQUIRED, ENGINEERAUTHORIZATION IS REQUIRED BEFORE PROCEEDING.6" OF 1-1/2" MINUS CRUSHEDBASE COURSE MATERIALASPHALTmatch existing depth3" minimumCOMPACTED SUBGRADENOTES:1.ASPHALT SHALL BE TYPE B-MODIFIED, COMPACTED TO 93% RICE DENSITY ASDETERMINED BY ASTM D2041.2.BASE COARSE AND SUBGRADE SHALL BE COMPACTED TO 95% RELATIVECOMPACTION BASED UPON AASHTO T-99.3.SEAL ALL NEW ASPHALT JOINTS PER MDT STANDARD SPECIFICATIONS SECTION 403.12" OF 3" MINUS CRUSHEDSUB-BASE COURSE MATERIAL(CAN ELIMINATE IF EXISTINGSUB-BASE IS ADEQUATE; TOBE DETERMINED BY ENGINEER.6" OF 1-1/2" MINUS CRUSHEDBASE COURSE MATERIAL7" concreteCOMPACTED SUBGRADE6" OF 3" MINUS CRUSHEDSUB-BASE COURSE MATERIAL(CAN ELIMINATE IF EXISTINGSUB-BASE IS ADEQUATE; TOBE DETERMINED BY ENGINEER.NOTES:1.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.2.INSTALL #4 BARS ON A 2' X 2' GRID AT 3.5"3.BASE COARSE AND SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTIONBASED UPON AASHTO T-99.4.BRUSH FINISH. CONCRETE COLOR AND FINISH SHALL MATCH ALL NEW SIDEWALKS.5.INSTALL JOINTS PER LAYOUT BELOW.±8.5'EXISTING BLVD LANDSCAPE AREAEXISTING ASPHALT (TYP.)±2.4'±2.4'± 2" SAND SETTING BED (TYP.)EXISTING PLANTING SOILDO NOT DISTURB EXISTING LANDSCAPE PLANTS.REPAIR LANDSCAPE AS NECESSARYNEW 4" WIDE CONCRETE CURB (TYP.)#4 BARS DRILLED INTO EXISTING ASPHALTMIN 5' SPACINGEXISTING MEDIAN CURB TO REMAINREPLACE AS NECESSARY IF DAMAGE OCCURSDURING REMOVAL OF EXISTING MEDIAN CONCRETE2.0%2.0%PAVERS PER LANDSCAPE DRAWINGS.FILL JOINTS WITH POLYMERIC SANDPER PAVER MANUFACTURER RECOMMENDATIONSTYPICAL SECTION DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BE REDUCED. LINEBELOW MEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\DETAILS-SECTIONS-STANDARDS.DWG PLOTTED BY:COOPER KRAUSE ON Sep/03/2020COPYRIGHT ©MORRISON-MAIERLE, INC.,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063D1.1BOZEMANMONTANADS/KDJMGHKDJ08/2019B2BULLETIN #208/28/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702MATCH EXISTING IMPROVEMENTS AT EASMENT LINE EXCEPT AS NOTED OTHERWISE ON PLANS. SAW CUT HARD SURFACING AT MATCHLINE.REPLACE TO MATCH EXISTING PRECONSTRUCTION MATERIALS PERIF 4:1 SLOPE OR FLATTER IS NOT FEASIBLE WITHIN EASEMENT, INSTALL VERTICAL CURB PER DETAILIF 4:1 SLOPE OR FLATTER IS NOT FEASIBLE WITHIN EASEMENT , INSTALL VERTICAL CURB PER DETAILIF 10% SLOPE OR FLATTER IS NOT FEASIBLE WITHIN EASEMENT AND ADJACENT PROPERTY OWNER WILL NOT APPROVE ADDITIONALENCROACHMENT, INSTALL HARD SURFACING WITHIN EASEMENT AS DIRECTED BY OWNER. DO NOT ADJUST NORTH 7th AVE. SIDEWALKLOCATION OR ELEVATION TO ACCOMMODATE PRIVATE APPROACH CONNECTIONS.WHERE CURB HEIGHT IS LESS THAN 6", PAINT TOP FACE OF CURB OSHA YELLOW.TYP. SECTION - SIDEWALK AND BOULEVARD WITHOUT SOIL CELLS1--TYP. SECTION - DRIVEWAY APPROACH3--VERTICAL CURB - SIDEWALK ABOVE ADJACENT IMPROVEMENTS4--KEYNOTES:TYP. SECTION - SIDEWALK AND BOULEVARD WITH SOIL CELLS2--VERTICAL CURB - SIDEWALK BELOW ADJACENT IMPROVEMENTS5--ASPHALT PAVEMENT SECTIONCONCRETE CROSSWALK SECTION6--7--1' BORDER6'SCORE JOINTS3' X 3' GRID (TYP.)CURB AND GUTTER PER PLAN8'MEDIAN PAVERS AND LANDSCAPE CURB8--B2MIRIFI 600X GEOTEXTILE AS NEEDED TO BRIDGE CLAY SOILS,OR AS DIRECTED BY ENGINEER.IF SUB-EX AND IMPORTED SUB-BASE IS REQUIRED, ENGINEERAUTHORIZATION IS REQUIRED BEFORE PROCEEDING.B2B2B2B2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ELECTRICAL DETAILSN. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020LONG REINF.SEESCHEDULEANCHORBOLTS FROMPOLE MANF.2'-6"DEPTH OF EMBEDSEE SCHEDULE.HORIZ. TIESSEESCHEDULEPROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER.PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR.DEPTH BELOW FINISHED GRADE, UNLESS ADJACENT TO STRATAVAULT WHEREDEPTH IS BASED ON NUMBER OF STRATAVAULT COURSES.SPACE LONG. STEEL EVENLY AROUND PERIMETER.PROVIDE REINF. CLEARANCE PER ANCI 318.*** ************POWER CONDUITTRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 90% RELATIVEDENSITY.COMPACT BACKFILL TO 95% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYSEDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWERNEW TOPSOIL36"MIN40"MAXEXISTING TOPSOILUNDISTURBED EARTH12"MIN.SHOW SEPARATE 6" WIDE MARKINGTAPE 15-18" BELOW FINISHED GRADEPAVERSPOLE FDNSIZE. SEESCHEDULESEE SITE PLANFOR CONDUIT SIZEREINFORCED CONC.BASE BY E.C.BUSH CONDUITSBASE COVER TO SITLEVEL ON PAVERSPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSE HOLDERSSHALL BE BUSS "TRON" HEBWATERPROOF. SIZE OF FUSESHALL BE AS REQUIRED BYLUMINAIRE MANUFACTURER.CONNECT GROUND TO POLEBASE W/ BOUNDRY #GB4CPROJECT ANCHOR BOLTS 3" MIN.ABOVE TOP OF BASE. PROVIDEDOUBLE NUTS FOR LEVELING UNIT(ONE ABOVE AND ONE BELOW BASEFLANGE). GROUT VOID BETWEENBASE FLANGE AND TOP OFCONCRETE, LEAVING DRAIN HOLE.HAND FINISH.THWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUHANDHOLE - 4" X 6" (NOMINAL)LIGHT FIXTURE BASE SCHEDULE *****POLEHEIGHTSIZELONGSTLHORIZONTALSTL **0' - 14'14' - 30'DEPTH ***15" SQ.18" Ø(4) # 5 *#3 AT 10" O.C.4'-0"4'-0"7'-0"7'-0"7'-0"20" SQ.24" Ø22" Ø(6) # 6 ****(4) # 7 *(6) # 6 ****(6) # 6 ****#3 AT 10" O.C.#3 AT 12" O.C.#3 AT 12" O.C.#3 AT 12" O.C.TYPICAL TRENCH DETAILNO SCALESCALE:NOTE:CONTRACTOR SHALL GRIND EXPOSED CONCRETESMOOTH. EXPOSED CONCRETE SHALL HAVE NOSONOTUBE MARKINGS.E0.25POLE BASE DETAIL FOR FIXTURE TYPE 'E2'SCALE:E0.23TYPICAL PULL BOX DETAILNO SCALESCALE:E0.21E2PLANT HANGER(12' AFF)BANNER ARM(15' AFF)BANNER ARM(21' AFF)GFI WITHWHILE-IN-USE COVER(24' AFF)TYPE E2 ELEVATIONNO SCALESCALE:E0.24CONTRACTOR SHALL PROVIDE LIKEVEGETATION DISTURBED BY TRENCHOR PATCH AND RE-PAVE AS NEEDEDTO MATCH ADJACENT SURFACENO SCALE2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\E0.2-3.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC. ,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063E0.2BOZEMANMONTANAARGARGKDJ08/2019B2BULLETIN #209/18/2020CPKTYPE ITYPE IIMINIMUM INSIDE DIMENSIONSW = 12 INCHESL = 18 INCHESD = 12 INCHESPULL BOX COMPOSITEW = 12 INCHESL = 24 INCHESD = 12 INCHES1" CLEAN STONEDRAINAGECOPPER OR EQUALCONCRETE SIDEWALK OR PAVERSCONDUIT IN PLACEAS REQUIRED. ELECTRICAL BOND, NO.6 AWGPROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRESNOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.CITY LIGHTINGSAND BASE MATERIALSQUARE CONCRETE FORM AROUNDANCHOR BOLTS. PROVIDE AT LEAST 3" OFCONCRETE AROUND ANCHOR BOLTS.HOLD DOWN BOLTSREINFORCED STOPS 3"BELOW NECK.TYPICAL TREE RECEPTACLENO SCALESCALE:E.026WEATHER PROOF, GFI RECEPTACLE WITHEXTRA HEAVY-DUTY WHILE-IN-USE COVER(HUBBELL WP26E OR EQUAL) MOUNT INTREE GUARD OPENING.3/4" RGS CONDUIT,ROUTE INSIDE TREEGUARD.1" PVC CONDUIT TONEXT TREE1" PVC CONDUIT TOPREVIOUS TREETRANSITION FROM1" PVC TO 3/4" RGSTO HANDHOLELB CONDUIT ADJACENT TOHANDHOLE ON POLEEXISTING HANDHOLE ONEXISTING POLE3/4" RGSTRANSITIONTO 3/4" PVCEXISTING LUMINAIRE UNDERGROUND FEED DETAILNO SCALESCALE:E.0222 COURSES COURSES: 9.5' FROM FG3 COURSES: 10.5' FROM FGB2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 NORTH 7TH AVENUE////////////////////////////////////////// /// /// /////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////// /////////////// /////////////// ///////// // ///////////// MATCHLINE STA 7+502-#10 CU AND1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.EXISTING UTILITY POLE2-#10 CU AND1- #10 CU GND IN 1" C.NORTH 7TH AVENUEN.I.C2" C.O.PROVIDE PULL BOXFOR FUTURE SOUTHEXTENSION//////////////////////////////////// /////////////// //////////// ///////////////////// ///////// /////////////// /// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////GGGGGGGMATCHLINE STA 7+50 EXISTING UTILITY POLENORTH 7TH AVENUE2-#10 CU AND 1- #10 CU GND IN 1" C.IRRIGATION CONTROLLERSEE IRRIGATION SHEETS2-#8CU AND 1-#10CU GND IN 1"C.MATCHLINE STA 10+50 ELECTRICAL PLANSTA 4+25 TO STA 10+50N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020FUTURE TYPE E1 LUMINAIRE MOUNTED TO NEW SIGNAL STANDARD. SHOWN FORREFERENCE ONLY.CONNECT EXISTING POLE LIGHT TO NEW CIRCUIT AS NOTED. REFER TO DETAIL 2 ONSHEET E0.2PROVIDE (1) 3" CONDUIT AND BORE OR TRENCH PER UTILITY REQUIREMENTS BACKTO UTILITY POLE . 2-#8CU FOR M9-7 AND 2-#8CU FOR M9-1 AND 1-#10 CU GND IN 2" C. 2-#10CU AND 1-#10 CU GND IN 1" C.CHRISTMAS LIGHT RECEPTACLE. SEE DETAIL 6 ON E0.2.2-#8 CU FOR M10-2 AND 2-#10 FOR M10-4 AND 1-#10 CU GND IN 2"C.2-#10 CU FOR M10-2 AND AND 2-#10 FOR M10-4 AND 1-#10 CU GND IN 2"C.2-#6CU FOR M10-1; 2-#6CU FOR M10-3 AND 1-#8CU GND IN 2" C. AND 2-#8CU FORM10-7; 2-#8CU FOR M10-9; AND 1-#8CU GND IN 2"C. 2-#6CU FOR M10-1; 2-#6CU FOR M10-3 AND 1-#8CU GND IN 2" C. AND 2-#8CU FORM10-5; 2-#8CU FOR M10-7; 2-#8CU FOR M10-9; AND 1-#8CU GND IN 2"C. FUTURE 2"C FOR SIDEWALK IMPROVEMENTS TO THE SOUTH. 2-#8CU FOR M9-7 AND 2-#8CU FOR M9-1 AND 2-#8CU FOR M9-3 AND 1-#10 CU GND IN 2" C.KEY NOTES1.REFER TO SHEET G-2 FOR OVERALL PROJECT PLAN2.CONTRACTOR SHALL VERIFY EXISTING FIBER LINES AND COORDINATE WITHUTILITY TO ADJUST ROUTING AS NEEDED.GENERAL NOTESSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\E1.1.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC. ,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063E1.1BOZEMANMONTANAARGARGKDJ08/2019B2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702B2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /////////////////////////////////////////////////// ///////// ////// /// /// ////////////////////////////////////////////////////////////SSSS////////////////////////12SD12SD////// /// //////////// //////////////////GGGGGG/////////12SD12SDELECTRICAL PLANSTA 10+50 TO STA 14+00N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2020PROVIDE (1) 3" CONDUIT AND BORE OR TRENCH PER UTILITYREQUIREMENTS BACK TO UTILITY POLE .EXISTING PEDESTRIAN LIGHT. NEW POWER ROUTED FROM BELOW GRADE.PATCH AND REPAIR SURROUNDING SURFACE AS NEEDED.NOT USED.NEW WIRELESS RRFB SIGNAGE SEE DETAIL 3 ON E0.3.CHRISTMAS LIGHT RECEPTACLE AT TREE GUARD. SEE DETAIL 6 ON E0.2.NOT USED2-#8 CU FOR M3-1 AND 2-#10 FOR M3-5 AND 2-#8 FOR M3-7 AND 2-#8 FORM3-9 AND 1-#10CU GND IN 2" C.2-#8 CU FOR M3-1 AND 2-#8 FOR M3-7 AND 2-#8 FOR M3-9 AND 1-#10CU GNDIN 2" C.2-#8 CU FOR M3-1 AND 2-#8 FOR M3-9 AND 1-#10CU GND IN 2" C.2-#8 CU FOR M4-1 AND 2-#10 FOR M4-5 AND 2-#8 FOR M4-7 AND1-#10CU GNDIN 2" C.2-#8 CU FOR M4-1 AND 2-#8 FOR M4-7 AND1-#10CU GND IN 2" C.KEY NOTES1.REFER TO SHEET G-2 FOR OVERALL PROJECT PLANGENERAL NOTESMATCHLINE STA 10+50 SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\0417\063\ACAD\SHEETS-2019 MENDENHALL TO DURSTON\E1.2.DWG PLOTTED BY:COOPER KRAUSE ON Sep/18/2020COPYRIGHT ©MORRISON-MAIERLE, INC. ,2020REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:0417.063E1.2BOZEMANMONTANAARGARGKDJ08/2019B2BULLETIN #209/18/2020CPK2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.67022-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.2-#10 CU AND 1- #10 CU GND IN 1" C.MATCHLINE STA 14+00NORTH 7TH AVENUEB2B2DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 ///////// /////////////////////////// /// /// ///////////////10+5011+5012+5013+5014+5015+5010+0010+0012+0013+0014+0015+00PLAN AREA 2 COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ROBIN SPEAR ON Sep/16/2020 2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2019 BOZEMAN MONTANA SITE MATERIALS & LANDSCAPE PLAN 0417.063 X L1.2 EM EM EM 12/2019 SCALE IN 020 20 4010 FEET EXISTING TREES TO REMAIN NOTES: 1.FOR UTILITY AND STREET SYMBOLS SEE CIVIL SET 2.TREE LAYOUT PROVIDED IS APPROXIMATELY BASED ON ROAD STATIONING. FINAL LAYOUT TO BE FIELD VERIFIED WITH CIVIL AND LANDSCAPE ARCHITECT. 3.CONTRACTOR TO PROVIDE SOIL CELL SHOP DRAWINGS AND CONSIDER THIS LAYOUT IN DETERMINING FINAL TREE LOCATIONS. 4.TREES TO BE LOCATED AT CENTER OF TREE PIT AND GRATE. 5.ATTACHMENT DETAIL FOR SITE FURNISHINGS VARIES BASED ON SUBSURFACE CONDITION 4 L2.0 EXISTING TREES TO BE TRANSPLANTED OR REMOVED - SEE CIVIL PLANS PROPOSED STREET TREE PLANTING. PERMEABLE UNIT PAVERS - REFER TO SHEET L1.5-1.7 FOR PAVER ZONES STREET LIGHT - SEE CIVIL PLANS CONCRETE SIDEWALK - SEE CIVIL PLANS SCORE JOINTS EXPANSION JOINTSEJPLAN LEGEND LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 PLANT SCHEDULE BIKE RACK SITE FURNISHINGS SCHEDULE QTY DESCRIPTION 12 DUMOR BIKE RACK MODEL #291 1 L2.2 3 L2.0W BEALL STW BEALL STW VILLARD STW VILLARD ST(1) SOT STA. ±11+30.3(1) QMA STA. ±10+49.2 (1) PM1 STA. ±11+84.4 (1) PM1 STA. ±12+04.1EJEJEJEJEJEJEJEJ EJEJEJEJEJ EJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ(1) SOT STA. ±11+50 (1) SOT STA. ±12+60.4 (1) SOT STA. ±12+83.7 (1) SOT STA. ±13+08.3 (1) SOT STA. ±13+29.01 (1) PM1 STA. ±15+53.9 (1) PM1 STA. ±15+76 (1) QMA STA. ±12+00.5 (1) QMA STA. ±13+30.6 (1) TGR STA. ±11+13.4 (1) PM1 STA. ±10+86.3 (1) PM1 STA. ±10+76.2 (1) PM1 STA. ±10+95.9 CODE QTY BOTANIC NAME COMMON NAME ROOT SIZE COMMENT PM1 13 Prunus maackii AMUR CHOKECHERRY CONT #25 2" CAL. SINGLE STEM SOT 9 Sorbus x thuringiaca OAKLEAF MOUNTAIN ASH B&B 2" CAL. QMA 10 Quercus macrocarpa BUR OAK B&B 2" CAL. TGR 8 Tilia cordata 'Greenspire'GREENSPIRE LITTLELEAF LINDEN B&B 2" CAL. BIKE RACK, TYP.1 L2.2 2 ADDENDUM #3 02/12/2020 EM B1 BULLETIN #1 05/29/2020 EM B2 B2 BULLETIN #2- W. VILLARD TREE/STRATAVAULT REMOVAL 09/18/2020 RS B2 SEE CIVIL DRAWINGS FOR SIDEWALK REVISION (TREE REMOVED)EJB2 TREE ADJUSTMENTS TO THE SOUTH DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 GGGGGGGGG21+5022+5023+5022+0023+00PLAN AREA 4 COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ROBIN SPEAR ON Sep/16/2020 2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2019 BOZEMAN MONTANA SITE MATERIALS & LANDSCAPE PLAN 0417.063 X L1.4 EM EM EM 12/2019 SCALE IN 020 20 4010 FEET EXISTING TREES TO REMAIN NOTES: 1.FOR UTILITY AND STREET SYMBOLS SEE CIVIL SET 2.TREE LAYOUT PROVIDED IS APPROXIMATELY BASED ON ROAD STATIONING. FINAL LAYOUT TO BE FIELD VERIFIED WITH CIVIL AND LANDSCAPE ARCHITECT. 3.CONTRACTOR TO PROVIDE SOIL CELL SHOP DRAWINGS AND CONSIDER THIS LAYOUT IN DETERMINING FINAL TREE LOCATIONS. 4.TREES TO BE LOCATED AT CENTER OF TREE PIT AND GRATE. 5.ATTACHMENT DETAIL FOR SITE FURNISHINGS VARIES BASED ON SUBSURFACE CONDITION 4 L2.0 EXISTING TREES TO BE TRANSPLANTED OR REMOVED - SEE CIVIL PLANS PROPOSED STREET TREE PLANTING. PERMEABLE UNIT PAVERS - REFER TO SHEET L1.2 FOR PAVER ZONES STREET LIGHT - SEE CIVIL PLANS CONCRETE SIDEWALK - SEE CIVIL PLANS SCORE JOINTS EXPANSION JOINTSEJPLAN LEGENDDURSTON RD.LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 PLANT SCHEDULE BIKE RACK SITE FURNISHINGS SCHEDULE QTY DESCRIPTION 12 DUMOR BIKE RACK MODEL #291 1 L2.2 3 L2.0 BIKE RACK, TYP.1 L2.2 EJEJEJEJEJW PEACH STCODE QTY BOTANIC NAME COMMON NAME ROOT SIZE COMMENT PM1 12 Prunus maackii AMUR CHOKECHERRY CONT #25 2" CAL. SINGLE STEM SOT 9 Sorbus x thuringiaca OAKLEAF MOUNTAIN ASH B&B 2" CAL. QMA 10 Quercus macrocarpa BUR OAK B&B 2" CAL. TGR 8 Tilia cordata 'Greenspire'GREENSPIRE LITTLELEAF LINDEN B&B 2" CAL. (1) PM1 STA. ±21+59.4 (1) PM1 STA. ±21+84 (1) PM1 STA. ±22+06.28 2 ADDENDUM #3 02/12/2020 EM B1 BULLETIN #1 05/29/2020 EM B2 BULLETIN #2- DURSTUN RIKKI'S SD CONFLICT 09/18/2020 RS B2 B2 B2 B2 TREE REMOVED TREE MOVED SOUTH DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 16+5017+5018+5019+5020+5021+5022+5017+0018+0019+0020+0021+0022+00////////////////// // / /// ///////////////10+5011+5012+5013+5014+5015+5010+0010+0012+0013+0014+0015+0016+00PLAN AREAS 3 + 4 SCALE IN 020 20 4010 FEETPAVER COLOR LEGEND AND NOTES TRUCKEE BASALITE PERMEABLE PLANK PAVERS COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ROBIN SPEAR ON Sep/16/2020 2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2019 BOZEMAN MONTANA PAVER LAYOUT PLAN 0417.063 X L1.6 EM EM EM 12/2019 GRANITE BAY MT. SHASTA PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 NORTH 7TH AVENUE W SHORT STPAVER LAYOUT ZONE 1 LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 NOTES: 1.ALL PAVER JOINTS SHOULD BE STAGGERED, NOT ALIGNED 2.PAVER ZONE COLOR LAYOUTS PROVIDED TO SHOW DESIGN INTENT. CONTRACTOR TO PROVIDE 5.5' X 6' MOCK UP OF PAVER ZONES 1-3, PER SPECIFICATIONS PRIOR TO CONSTRUCTION 3.FOR MORE INFORMATION OF COLOR LAYOUT AND COLOR BLEND FOR RESPECTIVE PAVERS ZONES SEE SHEET L1.5 DETAILS 1, 2, & 3 4.FOR PAVERS IN NORTH 7TH AVE. MEDIAN AREAS SEE CIVIL DRAWINGS DETAIL 8, SHEET D1.1 FOR MORE INFORMATION PLAN AREA 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 SCALE IN 020 20 4010 FEET PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 NORTH 7TH AVENUEW BEALL STW BEALL STPAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 (REMOVED- B2)PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 PAVER LAYOUT ZONE 2W VILLARD STW VILLARD STPAVER LAYOUT ZONE 3 PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 SEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS PAVER LAYOUT ZONE 2 PAVER LAYOUT ZONE 1 MATCHLINE - SEE PLAN BELOWPAVER LAYOUT ZONE 3 MATCHLINE - SEE PLAN ABOVESEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS SEE CIVIL DWGS. DETAIL 8, SHEET D1.1 FOR INFORMATION ON PAVERS IN MEDIAN AREAS 1 ADDENDUM #1 01/24/2020 EM 2 ADDENDUM #3 02/12/2020 EM B1 BULLETIN #1 05/29/2020 EM PAVER LAYOUT ZONE1PAVER LAYOUT ZONE 2 MT. WHITNEY B2 PAVER LAYOUT ZONE 2 (NEW) B2 09/18/2020 RSBULLETIN #2- W. VILLARD TREE/STRATAVAULT REMOVAL DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 /// /////////////// /// /// ///////////////10+5011+5012+5013+5014+5015+5010+0010+0012+0013+0014+0015+0016+0016+5017+5018+5019+5020+5021+5017+0018+0019+0020+0021+0022+00SCALE IN 020 20 4010 FEET COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! BYDESCRIPTIONNO.DATE X:\PROJECTS\NORTH 7TH AVENUE\07 - CD\PHASE 2 AND 3\CAD\SHEETS\DHM-PLAN-SHEETS.DWG PLOTTED BY:ROBIN SPEAR ON Sep/16/2020 2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists Morrison Maierle N. 7TH AVENUE STREETSCAPE IMPROVEMENTS - 2019 BOZEMAN MONTANA SOIL CELL LAYOUT PLAN 0417.063 X L1.8 EM EM EM 12/2019 NORTH 7TH AVENUE W VILLARD STLANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 27 E Main Street Suite D Bozeman, MT 59715 |406.219.2012 TYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT SOIL CELL LAYOUT PLAN 1" = 20' 1 L1.8 PLAN VIEW 2 L2.0 +/- 1,234 CF 2 COURSES NOTES: 1.VOLUMES ARE APPROXIMATE AND INTENDED TO INDICATE MINIMUM SOIL VOLUMES PER TREE 2.CONTRACTOR TO WORK WITH MFR. TO DETERMINE ACTUAL SOIL CELL LAYOUT PLAN AREA 2 SCALE IN 020 20 4010 FEET NORTH 7TH AVENUE W SHORT STTYPICAL SOIL CELL LAYOUT AT TREE PLANTING PIT SOIL CELL LAYOUT PLAN 1" = 20' 2 L1.8 PLAN VIEW 2 L2.0 +/- 1,782 CF 2 COURSES PLAN AREAS 3 + 4 +/- 1,951 CF 2 COURSES +/- 784 CF 2 COURSES +/- 1,188 CF 3 COURSES +/- 728 CF 2 COURSES +/- 1,003 CF 3 COURSES W VILLARD STW BEALL STW BEALL ST+/- 2,760 CF 3 COURSES +/- 2,922 CF 2 COURSES +/- 2,498 CF 2 COURSES +/- 906 CF 2 COURSES +/- 993 CF 2 COURSES +/- 2,414 CF 2 COURSES MATCHLINE - SEE PLAN BELOWMATCHLINE - SEE PLAN ABOVEMATCHLINE - SEE PLAN AREA 1 SHEET L1.71 ADDENDUM #1 01/24/2020 EM +/- 667 CF 3 COURSES +/- 2,472 CF 3 COURSES B1 BULLETIN #1 05/29/2020 EM B2 B2 BULLETIN #2- W. VILLARD TREE/STRATAVAULT REMOVAL 09/18/2020 RS B2 B2 SD & VAULT CONFLICT VAULT CONFLICT SIDEWALK ADJUSTMENT AROUND (E) SIGN SPECIFIC LOCATIONS FOR TREES, STRATAVAULTS, AND BIKE RACK TO BE COORDINATED IN THE FIELD TO AVOID FIBER VAULT AND STROM DRAIN DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 memo TO: Ty Giffin, PE Treasure State Inc. FROM: Kevin Jacobsen, PE DATE: March 22, 2021 – updated April 21, 2021 JOB NO.: 0417.063 RE: N7th Avenue Streetscape – 2020 | Bulletin #3-updated CC: Urgent For Review Please Comment Please Reply For Your Use Attached please find attached Bulletin #3 which provides direction to you on several modifications that are being made to the construction plans as well as field modifications that have occurred on the project. Below is a generalized list of items that make up Bulletin #3. 1. Flowable Fill (Lean Mix Concrete) “X11” a. Backfill (80CY) around the Stratavaults on the curbside was allowed as an alternative to compacting native material in this narrow vertical area to simplify backfill. Areas allowed for reimbursement include six inches beyond the Stratavaults adjacent to the curb and on the sides to the front of the sidewalk, from the bottom of the Stratavault to top of the Stratavault. Any areas that were excavated beyond and filled with flowable fill are not eligible for reimbursement other than 40CY additional for fiber optic and other utility manipulation necessary to place Stratavault. This accounts for flowable fill for all areas as defined above. This includes flowable fill installed to date as well as future installation in areas yet to be constructed. Total 120CY @ $134/CY. 2. 403 and 404 N7th (Sheet RRFB, “VILLARD INTERSECTION RRFB LOCATIONS”) “X12” a. Modified West and north RRFB locations per conversations and meetings with City and State. 3. Traffic Control “X13” a. Contractor requested two additional months @ $17,000/month to close out the project. 4. 218 N7th (Sheet C2.2, “SE BEALL VERTICAL CURB REVISION”) “X14” a. Modified area between building and Beall intersection (SE quadrant) to accommodate temporary pole adjacent to ADA ramp, modify sidewalk vertical curb and asphalt in the area based on field conditions, and to provide a more functional and safer installation. 5. Added Concrete/Asphalt Removal and Disposal “X15” a. Mendenhall Street - Added removal and disposal of the sidewalk that was previously added through Bulletin #1 and Change Order #1 but not quantified. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 N7th Avenue Streetscape – 2020 | Bulletin #3-updated Page 2 b. 403 N7th – Added removal and disposal of concrete to better tie-in into the driveway (north side). c. 311 N7th – Added removal and disposal of concrete found adjacent to Mattress King store (potentially old foundation). d. Villard Median – Added removal and disposal of asphalt at the turn lane. Three- inch depth was removed to allow for curbing and pavers. e. 425 N7th – Added removal and disposal of concrete found under asphalt. Seven- inch depth was removed over 830 SF (potential old building slab). f. Sign bases – Added removal and disposal of 13 total concrete sign bases found throughout project. Variable sizes, contractor provided documentation. g. 511 N7th - Added removal and disposal of concrete found under asphalt. Six-inch depth concrete under 1-inch asphalt was removed over 1,740 SF (excludes concrete sidewalk adjacent to N7th and west half of lot where no concrete was found). Due to thin asphalt layer, additional pay quantity thickness averaged to 4- inch depth. 6. Washed Rock (ASTM No.57) Backfill “X16” a. Backfill (80CY) around the Stratavaults on the sidewalk was allowed as an alternative to compacting native material in this narrow vertical area to simplify backfill. Areas allowed for reimbursement include six inches beyond the Stratavaults adjacent to the back of sidewalk and on the sides to the front of the sidewalk, from the bottom of the Stratavault to top of the Stratavault. Any areas that were excavated beyond and filled with washed rock are not eligible for reimbursement. This accounts for washed rock for all areas as defined above. This includes washed rock installed to date as well as future installation in areas yet to be constructed. Total 80CY @ $30/CY. 7. 3-Inch Temporary Concrete for Winter Shutdown “X17” a. Contractor placed temporary concrete at the SE corner of Beall Street as well as 4 other areas on east side of N7th in order to provide an ADA route throughout the winter. Total 220SF @ $9/SF. 8. Pedestrian Yield Sign Adjustment “X18” a. Contractor raised both yield signs (southbound) at Villard Street three feet in order to provide clear line of sight to the RRFB’s behind these signs. 9. 4-Inch Sleeve Bore Mendenhall “X19” a. Contractor installed SDR 13.5 sleeve from east side to west side of N7th at Mendenhall. Credit 130LF on Item 167 and new conduit 130LF @ $94/LF 10. Additional Bid Item Changes due to field modifications. a. Item 120: Alt – Exploration /Extra Work associated with Existing Utilities I. Contractor requested an additional 20 hours of time due to working around existing buried utility lines (mainly Fiber Optic lines but others as were encountered). b. Item 121: Reset Existing Street Sign, new Pole and Base I. The existing signpost and sign were removed at the SE corner of the Beall intersection as part of #1 on the first page of this bulletin. The sign was placed on the new luminaire. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 N7th Avenue Streetscape – 2020 | Bulletin #3-updated Page 3 c. Item 125: Saw Cut Asphalt / Concrete I. Contractor requested an additional 206LF for the Villard median as this sawcut was not included in the bid quantity. II. Modified Pure Clean Tech (403 N 7th) driveway connection to better tie-in. Additional 20LF. III. Mendenhall Fiber additional sidewalk sawcut (+10LF) as detailed in Bulletin #1. IV. SE Beall Revision (+10 LF). d. Item 126: Excavation I. Contractor requested 57CY for additional subex associated with hardscape approval. II. Requested the contractor subex (+4CY) around the Villard median manhole to help prevent settlement around manhole. III. Credit (-6.1CY) for Domino’s Stratavault reductions. IV. Credit (-15.3CY) for Taco John’s Stratavault reductions. I. Credit (-5.6CY) for Rikki’s Stratavault reductions. II. Credit (-4.5CY) for Royal 7 Stratavault reductions. e. Item 131: 1-1/2” Minus Crushed Base Course I. Requested the contractor install base course (+4CY) around the Villard median manhole to help prevent settlement around manhole. II. Contractor requested 10CY to fill in the old concrete foundation removed in front of Mattress King. f. Item 132: 3” Minus Crushed Gravel I. Contractor requested 56.5CY for additional 3” minus associated with soft soils that were removed (Lamme and Glass Doctor). II. Credit (-0.50CY) for 119 N7th divider field modifications. g. Item 133: 6” Thick Reinforced Concrete I. Contractor requested 27SF for additional concrete associated with sidewalk in front of Insurance Unlimited (removed to access existing light pole). II. Added (+12SF) for 119 N7th divider field modifications. III. Contractor requested 110SF for additional associated with X12. IV. Contractor requested 20SF for additional at the Beall intersection. h. Item 138: Vertical Curb I. Added 36F for the 119 N7th lane divider. II. Credit (-22LF) for SE Beall Vertical Curb i. Item 143: Asphalt I. Contractor requested 52SF additional for modifying the grades and limits behind the sidewalk. II. Contractor requested 298SF for the Villard median asphalt. III. Contractor requested 282 SF for additional at SE Beall. IV. Credit (-60SF) for SE Beall Vertical Curb j. Item 148: Relocate Business Sign – Dairy Queen I. Existing sign, as shown on the plans, had been relocated by others prior to construction. Remove LS item (-1EA). DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 N7th Avenue Streetscape – 2020 | Bulletin #3-updated Page 4 k. Item 155: 24” White Thermoplastic Pavement Marking I. Contractor requested 30LF additional that was called for epoxy in the plans and/or added to the plans at the Villard intersection. l. Item 156: White Thermoplastic Words and Symbols I. Contractor requested 80SF additional that was called for epoxy in the plans and/or added to the plans at the Villard intersection. m. Item 158: Yellow Epoxy Pavement Markings I. Contractor requested 1.0 gallons for additional curb painting. n. Item 167: Install Fiber Conduit I. Credit (-130LF) for the 4-Inch Sleeve Bore (see X19). o. Item 201: Permeable Pavers I. Credit (-12.5SF) for 119 N7th divider field modifications. II. Credit (-68SF) for reductions in pavers throughout project. p. Item 204: Permeable Setting Bed and Joint Opening Aggregate (ASTM No.8) I. Credit (-0.1CY) for 119 N 7th lane divider. II. Credit (-0.5CY) as noted on Contractor’s spreadsheet. q. Item 205: Permeable Base Aggregate (No. 57) I. Credit (-0.7CY) for Domino’s Stratavault reductions. II. Credit (-1.7CY) for Taco John’s Stratavault reductions. III. Credit (-0.9CY) for Rikki’s Stratavault reductions. IV. Credit (-0.7CY) for Royal 7 Stratavault reductions. r. Item 207: Planting Soil Including Amendments I. Credit (-5.4CY) for Domino’s Stratavault reductions. II. Credit (-13.6CY) for Taco John’s Stratavault reductions. III. Credit (-4.7CY) for Rikki’s Stratavault reductions. IV. Credit (-3.8CY) for Royal 7 Stratavault reductions. s. Item 215: Soil Cells I. Credit (-5.4CY) for Domino’s Stratavault reductions. II. Credit (-13.6CY) for Taco John’s Stratavault reductions. III. Credit (-4.7CY) for Rikki’s Stratavault reductions. IV. Credit (-3.8CY) for Royal 7 Stratavault reductions. t. Item 216: Filter Grid (Soil Cell Wrap) I. Credit (-4.0SY) for Domino’s Stratavault reductions. II. Credit (-10.0SY) for Taco John’s Stratavault reductions. III. Credit (-5.2SY) for Rikki’s Stratavault reductions. IV. Credit (-4.2SY) for Royal 7 Stratavault reductions. u. Item X2: Item 213 (Irrigation Modification) V.2. I. Credit (-$325.96) Per Bulletin #2 although credit was not known then. v. Item X3: Geotextile – 600x I. Contractor requested additional 170SY geotextile for soft subgrade areas throughout the project. DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 N7th Avenue Streetscape – 2020 | Bulletin #3-updated Page 5 If you have any questions, please let me know. Attachments Thanks, Kevin DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987 Item # Description Change Unit Cost Total 120 Alternate - Exploration / Extra Work associated with Existing Utilities 20 HR $600.00 $12,000.00 121 Reset Existing Street Sign, New Pole and Base 1 EA $550.00 $550.00 125 Saw Cut Asphalt / Concrete 246 LF $4.00 $984.00 126 Excavation 25.5 CY $39.25 $1,000.88 131 1-1/2" Minus Crushed Base Course 14 CY $50.00 $700.00 132 3" Minus Crushed Gravel 56 CY $49.00 $2,744.00 133 6" Thick Concrete 169 SF $9.00 $1,521.00 138 Vertical Curb 14 LF $40.00 $560.00 143 Asphalt 572 SF $3.50 $2,002.00 148 Relocate Business Sign - Dairy Queen -1 EA $17,500.00 -$17,500.00 155 24" White Thermoplastic Pavement Marking 30 LF $52.50 $1,575.00 156 White Thermoplastic Words and Symbols 80 SF $52.00 $4,160.00 158 Yellow Epoxy Pavement Markings (Includes non-slip stair paint) 1 GAL $550.00 $550.00 167 Install Fiber Conduit -130 LF $28.00 -$3,640.00 201 Permeable Pavers -80.5 SF $31.75 -$2,555.88 204 Permeable Setting Bed (ASTM No. 8)-0.6 CY $42.00 -$25.20 205 Permeable Base Aggregate (No. 57)-3.9 SF $30.00 -$117.00 207 Planting Soil Including Amendments -27.5 SF $59.75 -$1,643.13 215 Soil Cells -27.5 SF $356.75 -$9,810.63 216 Filter Grid (Soil Cell Wrap)-23.4 SY $6.25 -$146.25 X2 Item 213 (Irrigation Modification) V.2 1 LS -$325.96 -$325.96 X3 Geotextile Fabric - 600x (V.2)170 SY $2.00 $340.00 X8 New Delineator - MDT Standard Yellow (includes 9"x9"x4" conc. Pad) 4 EA $200.00 $800.00 X9 Reset Existing Delineator - MDT Standard Yellow (includes 9"x9"x4" conc. Pad)6 EA $200.00 $1,200.00 X10 Landscaping, Irrigation, Etc. - Speedy Lube 1 LS $4,550.00 $4,550.00 X11 Flowable Fill - Curbside Backfill 120 CY $134.00 $16,080.00 X12 New RRFB Locations, includes sawcutting & demo 1 LS $5,636.00 $5,636.00 X13 Traffic Control - per month 2 EA $17,000.00 $34,000.00 X14 Vertical curb - variable height sim to Detail 5 D1.1 26.5 LF $65.00 $1,722.50 X15 Item 123 (Remove/Dispose Asphalt/Concrete) 1 LS $35,120.40 $35,120.40 X16 Washed Rock - Sidewalk Side Backfill (ASTM No. 57)80 CY $30.00 $2,400.00 X17 3-inch temp. concrete - includes removal / disposal at later date 220 SF $9.00 $1,980.00 X18 Pedestrain Yield Sign Adjustment (2ea)1 LS $300.00 $300.00 X19 4-Inch Sleeve Bore Mendenhall and Pull Owner Provided Conduit 130 LF $94.00 $12,220.00 $108,931.74 (SE Beall) 6 total tons with 1 credit ton = 5 tons @ $168/TN. (Mendenhall) 3 total tons @ $168/TN. (Pure Clean) 3 total tons @ $168/TN. (Mattress King) 20.25 total tons @ $168/TN. (Villard Median) 31.5 total tons @ $168/TN. (Carquest) 36.1 total tons @ $168/TN. (Sign Bases) 65.7 total tons @ $168/TN. (Rikkis) 40.6 total tons @ $168/TN. X10: Per Bulletin #2 Sheet C1.5. X14: Per Bulletin #3: Includes changes to items 121, 125, 126, 131, 132, 133, 138, 143, 158 and X15. X12: Per Bulletin #3. New RRFB Locations. Includes Sawcutting and Demolition. Includes changes to items 133, 201, and 204 above. X13: Per Bulletin #3. X11: Per Bulletin #3. N. 7th Streetscape Improvements - 2020 Change in Quantities Associated with Bulletin #3-updated 04-21-2021 (net increase / decrease from bid quantities) X8: Per Bulletin #2: New Delineator - MDT Standard Yellow (includes 9"x 9"x4" concrete pad) X9: Per Bulletin #2: Reset Existing Delineator (includes 9"x 9"x4" concrete pad) X19: Per Bulletin #3: X17: Per Bulletin #3: X18: Per Bulletin #3: X16: Per Bulletin #3: X15: Per Bulletin #3: The LS bid item #123 price change based on Bulletin #3, see below: DocuSign Envelope ID: 66A3AFA6-7B5F-4166-80DA-4934C701F987