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HomeMy WebLinkAbout18- Utilities Agreement - Montana Department of Transportation (MDT) - Rouse Avenue Main to Oak Street Water and Sewer Main Adjustments STATE OF MONTANA DEPARTMENT OF TRANSPORTATION UTILITIES AGREEMENT This Agreement is entered into this 6f� day of FeSr�a r , 2018 between the State of Montana, acting through its Department of Transportation, hereinafter called the "STATE", and the City of Bozeman, owner of the utility, hereinafter called the "OWNER". WITNESSETH: WHEREAS, the STATE proposes to construct a public highway to be know as STPP 86-1(57)0 [4805000] in Gallatin County, State of Montana, and designated as Highway Project Rouse Ave - Bozeman- Main to Oak St, as shown on plans submitted to Owner, and WHEREAS, that public highway is to be constructed over and near the present highway right-of-way known as Rouse Aveneus, where certain water and sanitary sewer facilities under the jurisdiction of OWNER are in conflict with the construction of the public highway, as shown by "Exhibit A", and WHEREAS, STATE and OWNER agree that it is necessary and in the public interest of all parties that some of the existing facilities be adjusted, repaired, replaced and relocated, and WHEREAS, STATE and OWNER agree that the construction of the public highway and all of the work, including adjustment, replacement, repair and relocation of certain existing facilities, be included in the contract entered into by STATE and a private contractor, and that the manner of performing the construction referred to in the Agreement is in the best interest of the STATE and OWNER. NOW THEREFORE, in consideration of the mutual obligations contained herein, STATE and OWNER agree that: 1. STATE will let a project for the construction of the public highway, including the work covered in this Agreement, as shown by "Exhibit A." 1 2. Pursuant to the authority granted to OWNER by the laws of Montana, OWNER grants to STATE the authority to adjust, replace, repair and relocate those facilities under the jurisdiction of OWNER which presently occupy part of the proposed right-of-way. 3. All construction performed pursuant to this Agreement shall be done in accordance with the then-current Standard Specifications for the Road and Bridge Construction, Montana Public Works Standard Specifications, and the Plans, Specifications and Special Provisions of the construction or improvements for the project prepared by OWNER, all of which are by this reference incorporated and made a part of this Agreement. 4. The adjustments to the facilities referred to in this Agreement cover only that segment of the water and sanitary sewer system of OWNER directly affected by the construction of the highway and STATE and OWNER will determine which adjustments to facilities of OWNER are necessary; and the STATE shall, in accordance with the plans, construct the most economical type of facilities in the new location that will meet the same service requirements of the old facilities in the old location. 5. The STATE will stake and inspect the installation of the new water line. The STATE'S contractor will chlorinate and pressure test the new water line. The OWNER will pay the STATE for the actual cost of work accomplished on the OWNER'S line based on contract bid prices. An additional 8%will be applied to the billing of construction costs to cover the cost of Traffic Control and an additional 8% to cover the cost of Mobilization. Section 17-1-106. MCA, requires any state agency, including the STATE, that receives non-general funds to identify and recover its indirect costs. These costs are in addition to direct project costs. STATE'S indirect cost rate is determined annually as a percentage of the project's direct costs to cover the project's share of STATE'S indirect costs as defined by 2 CFR Part 200, Appendix VII. STATE'S current indirect cost rate is 10.96%for fiscal year 2018 (July 1, 2017 to June 30, 2018). 2 For this project, STATE billings to the OWNER will include a charge for the indirect costs at the current fiscal year indirect cost rate, which amount will be applied toward the total project contribution of the OWNER. [Note: If this project extends across more than one fiscal year, more than one annual rate will be involved, as the rates may change during the life of the project.] 6. The total estimated cost of the adjustments at this time is $50,210.33. Proportionate participation is: STATE $37,657.75 (75%); and OWNER$12,552.58 (25%),plus $1,004.21 (8%) charge for Traffic Control and$1,004.21 (8%) for Mobilization, and an additional $1,595.89 (10.96%) charge for Indirect Cost (IDC). The total estimated cost to OWNER is $16,156.88. The total project costs are $53,814.63. Copies of cost estimate and plans indicating facility adjustments are hereby attached as "Exhibit A" and made a part of this Agreement. The STATE'S obligation under this Agreement shall be in accordance with all applicable State and Federal laws in existence on the date of execution of this Agreement. 7. By state statute, STATE will not reimburse OWNER for engineering costs for designing, location, staking, inspecting or any other incidental costs for engineering. 8. The adjustments agreed to in Item No. 6 above are based on the STATE paying 75% of relocation costs, excepting betterments, if any, where facilities occupy public road or street rights-of-way. The OWNER will be billed in advance for its portion of the estimated total costs of the project no more than sixty (60) days before bid opening. Although the anticipated expenses will have been discussed with OWNER representatives before that time, the STATE will provide a detailed breakdown of all estimated costs with the billing. The OWNER will submit payment to the STATE within thirty(30) days of billing. The STATE will not proceed further with the project's development if payment is not made within (30) days of billing. If the federal government requires a reimbursement or return of any federal funds because a project doesn't advance due to OWNER'S failure to make any scheduled 3 payment, the OWNER agrees that it will reimburse the STATE for those federal funds within thirty (30) days of billing. If, after initial payment is made, bid opening or contract award by the STATE is delayed or postponed by 30 days or more, or canceled for any reason, the STATE agrees to immediately refund OWNER'S initial payment upon the OWNER'S request. If the OWNER'S share of the cost of the awarded project exceeds the amount paid by the OWNER,the OWNER will pay the excess. The contact for billing, accounting and change order questions for the OWNER shall be: City of Bozeman Attn: Rick Hixson PO Box 1230 Bozeman, MT 59771-1230 Within six (6) months after the project has been finally accepted with the final costs submitted,the STATE will submit a final statement to the OWNER. The final statement will provide details of any expenses that may be identified as "miscellaneous". The final statement will include a refund of unspent portions of the OWNER'S initial payment, payable to the OWNER in an amount equaling the difference between that payment and the OWNER'S share of the final costs. If the final statement exceeds the OWNER'S payments thus far, the OWNER will remit to the STATE within thirty (30) days of the final statement the difference between OWNER'S share of final costs and OWNER'S earlier payment. If payment is not made within that thirty(30) day period, interest on the unpaid amount will accrue at the rate of 10%per year, and continue to accrue until paid in full. If the OWNER is billed for additional funds, STATE will not participate in any future funding agreements with the OWNER until full payment, including interest, is received from the OWNER. Payments to this project will be coordinated through the STATE'S Administration Division (to be directed to MDT's Accounts Receivable Collections Technician and Accounting 4 Systems Operations Supervisor). Payments to this project will be provided to the above STATE staff in the form of a check to be credited to this project. 9. The award of the contract including the highway construction and OWNER water and sewer line relocation will be based on the successful bidder of the combined contract, as determined and accepted by STATE. 10. OWNER agrees to cooperate fully with the STATE in all aspects of the work contemplated by this Agreement. 11. OWNER acknowledges that it has reviewed the plans for the proposed construction of the facilities covered by this Agreement. 12. STATE and OWNER agree that when the construction encompassed by this Agreement is completed and accepted by STATE and concurred in by OWNER all responsibility of STATE ceases. 13. Records of the OWNER pertaining to this project will be subject to inspection at any time by representatives of the STATE, including the legislative auditor and fiscal analyst, and the Federal Highway Administration. Project records must be retained for a period of not less than three years from the date of final payment. 14. Inspection for all phases of work on OWNER'S facility will be provided by OWNER. Contact, questions, or discussions about contractor work will be directed to the STATE'S Project Manager. No direct contact shall occur between OWNER and Contractor. 15. This Agreement is subject to the terms and provisions of Title 23 Code of Federal Regulations, Part 645, Subpart A and B, and subsequent amendments, Title 48 Code of Federal Regulations in existence on the date of execution of this Agreement. The Code of Federal Regulations are hereby incorporated in and made part of this Agreement by reference to the extent that is applicable to this Agreement and not inconsistent therewith. 5 16. NONDISCRIMINATION If the OWNER enters into a contract or agreement with a contractor to perform any of the work which the OWNER is required to perform under the terms of this agreement, the OWNER, for itself, its assigns, and successors in interest, agrees that it will not discriminate in the choice of contractors and will include all the nondiscrimination provisions set forth in Addendum "B" attached hereto and made a part hereof, in any such contract or agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed the day and year first above written. It is understood that the OWNER is responsible for obtaining any permits required for adjustment of its facility. City of Bozeman STATE OF MONTANA DEP TMENT OF TRANSPORTATION Gabe Priebe, Supervisor R/W—Utilities Section Q 1 Approved for Legal Content MDT Legal Services GP:sg 6 ADDENDUM "A" BACKFILLING OF EXCAVATED AREAS BENEATH ROADWAY SECTION Utility construction, which lies beneath the construction limits of the roadway, which requires backfilling of excavated areas, shall be subject to inspection by engineers of the State and shall meet the following specifications. The State's inspector shall designate on the ground the specific area where these requirements shall apply. BACKFILLING All backfilling shall meet the following requirements except when other methods are specified for certain types of installations. Backfill material shall not contain sticks, sod, frozen soil or other unacceptable matter. Backfill material shall be placed in layers of six-inch loose thickness or less. All backfill material shall be compacted. MOISTURE AND DENSITY REQUIREMENTS Each layer of material shall be compacted, with the proper use of water, until the in-place density of the material being compacted is not less than 95 percent of the maximum density established for the material being compacted or the material source or both. Water required shall be sufficient to obtain optimum moisture content plus or minus two percentage points, as determined by Montana Test Methods, unless modified by the engineer for conditions applicable to the character of the material being tested. Material tests used to establish the maximum density values will be preformed in accordance with Montana Test Method MT-210, or AASHTO-T-99. In-place density and moisture testing will be performed in accordance with applicable Montana Test Methods MT-212, MT-215, &MT-218. The percent compaction will be determined after making proper adjustments, when necessary, for oversize material. Each layer of roadbed material that cannot be properly tested by Montana Test Methods, MT- 212, MT-215, &MT-218, shall be compacted with compaction equipment in addition to compaction by hauling and spreading equipment. Compaction equipment for rocky material that cannot be tested shall normally be grid rollers, pneumatic-tired rollers, vibrating rollers, vibrating compactors, or self- propelled tamping rollers. Sheepsfoot rollers shall not be used unless specifically directed. Water shall be used where directed. Costs to achieve the above requirements are included in the estimate of this agreement and also will be included in bids for work pertaining to this agreement. It is recognized that until actual construction takes place it will be impossible to determine those areas that will require work above and beyond that which could have been expected to achieve the above requirements. If such areas of extra work are determined during the actual construction, an "Order for Additional Work and/or Cost Increase" will be prepared by the State for Payment of the additional work so construction of the utility can take place accordingly. BUY AMERICA Products permanently incorporated into the work are subject to the Federal Buy America requirements as set forth in CFR 635.410. Buy America requirements apply to all steel or iron materials for permanent incorporation in the work. The steel or iron material must have all manufacturing process occur in the United States. "Manufacturing"includes all processes that affect the size, shape, and finish of the steel (coating, forming, plating, galvanizing, etc.). Buy America Certification must be provided to the State prior to commencement of work. Page 1 of 1 January 2017 Addendum "B" MDT NONDISCRIMINATION AND DISABILITY ACCOMMODATION NOTICE ontana Department of Transportation ("MDT") is committed to conducting all of its business in an environment free from iscrimination, harassment, and retaliation. In accordance with State and Federal law MDT prohibits any and all discrimination nd protections are all inclusive (hereafter"protected classes") by its employees or anyone with whom MDT does business: Federal protected classes State protected classes Race, color, national origin, sex, sexual Race, Color, national origin, parental/marital status, pregnancy, orientation, childbirth, or medical conditions related to pregnancy or childbirth, gender identity, age, disability, & Limited religion/creed, social origin or condition, genetic information, sex, English sexual orientation, gender identification or expression, national origin, Proficiency ancestry, age, disability mental or physical, political or religious affiliations or ideas, military service or veteran status For the duration of this contract/agreement, the PARTY agrees as follows: (1) Compliance with Regulations: The PARTY (hereinafter includes consultant)will comply with all Acts and Regulations of the United States and the State of Montana relative to Non-Discrimination in Federally and State- assisted programs of the U.S. Department of Transportation and the State of Montana, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. (2) Non-discrimination: a. The PARTY, with regard to the work performed by it during the contract, will not discriminate, directly or indirectly, on the grounds of any of the protected classes in the selection and retention of subcontractors, including procurements of materials and leases of equipment, employment, and all other activities being performed under this contract/agreement. b. PARTY will provide notice to its employees and the members of the public that it serves that will include the following: i. Statement that PARTY does not discriminate on the grounds of any protected classes. ii. Statement that PARTY will provide employees and members of the public that it serves with reasonable accommodations for any known disability, upon request, pursuant to the Americans with Disabilities Act as Amended (ADA). iii. Contact information for PARTY's representative tasked with handling non-discrimination complaints and providing reasonable accommodations under the ADA. iv. Information on how to request information in alternative accessible formats. c. In accordance with Mont. Code Ann. §49-3-207, PARTY will include a provision, in all of its hiring/subcontracting notices, that all hiring/subcontracting will be on the basis of merit and qualifications and that PARTY does not discriminate on the grounds of any protected class. (3) Participation by Disadvantaged Business Enterprises (DBEs): a. If the PARTY receives federal financial assistance as part of this contract/agreement, the PARTY will make all reasonable efforts to utilize DBE firms certified by MDT for its subcontracting services. The list of all currently certified DBE firms is located on the MDT website at mdt.mt.gov/business/contracting/civil/dbe.shtml b. By signing this agreement the PARTY assures that: The contractor, sub recipient or subcontractor shall not discriminate on the basis of race, color, national origin, orsex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. c. PARTY must include the above assurance in each contract/agreement the PARTY enters. (4) Solicitation for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation, made by the PARTY for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the PARTY of the PARTY's obligation under this contract/agreement and all Acts and Regulations of the United States and the State of Montana related to Non-Discrimination. (5) Information and Reports: The PARTY will provide all information and reports required by the Acts, Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information and its facilities as may be determined by MDT or relevant US DOT Administration to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any information required of a contractor is in the Page 1 of 2 January 2017 exclusive possession of another who fails or refuses to furnish the information, the PARTY will so certify to MDT or relevant US DOT Administration, as appropriate, and will set forth what efforts it has made to obtain the information. (6) Sanctions for Noncompliance: In the event of a PARTY's noncompliance with the Non-discrimination provisions of this contract/agreement, MDT will impose such sanctions as it or the relevant US DOT Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the PARTY under the contract/agreement until the PARTY complies; and/or b. Cancelling, terminating, or suspending the contract/agreement, in whole or in part. (7) Pertinent Non-Discrimination Authorities: During the performance of this contract/agreement, the PARTY, for itself, its assignees, and successor in interest, agrees to comply with the following non-discrimination statues and authorities; including but not limited to: Federal - Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21; - The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. §4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); - Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); - Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; - The Age Discrimination Act of 1975, as amended, (42 U.S.C. §6101 et seq.), (prohibits discrimination on the basis of age); - Airport and Airways Improvement Act of 1982, (49 U.S.C. §471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); - The Civil Rights Restoration Act of 1987, (PL 100-209), (broadened the scope, coverage, and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975, and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms"programs or activities"to include all of the programs or activities of the Federal- aid recipients, sub-recipients, and contractors, whether such programs or activities are Federally funded or not); - Titles II and III of the Americans with Disabilities Act, which prohibits discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities(42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; - The Federal Aviation Administration's Non-Discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); - Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which prevents discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; - Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English Proficiency(LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); - Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. § 1681 et seq.). - Executive Order 13672 prohibits discrimination in the civilian federal workforce on the basis of gender identity and in hiring by federal contractors on the basis of both sexual orientation and gender identity. State - Mont. Code Ann. §49-3-205 Governmental services; - Mont. Code Ann. §49-3-206 Distribution of governmental funds; - Mont. Code Ann. §49-3-207 Nondiscrimination provision in all public contracts. (8) Incorporation of Provisions: The PARTY will include the provisions of paragraph one through seven in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and/or directives issued pursuant thereto. The PARTY will take action with respect to any subcontract or procurement as MDT or the relevant US DOT Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the PARTY becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the PARTY may request MDT to enter into any litigation to protect the interests of MDT. In addition, the PARTY may request the United States to enter into the litigation to protect the interests of the United States. Page 2 of 2 Summary of Costs for City of Bozeman Subject STPP 86-1(57)0 I/C Rouse Ave - Bozeman- Main to Oak Control No. 4805000 Item No. Quantities Description Unit Unit Cost Total Unit Cost 207010200 4 Bedding Material CU $23.86 $95.44 601014021 2 Connections EA $250.00 $500.00 601014028 72.6 Fill &Abandon Pipe CUY $72.67 $5,275.84 603013465 30 PVC - 8" LNFT $50.00 $1,500.00 603013553 1 Connect to existing manhole EA $1,743.70 $1,743.70 603017023 2 Bypass Pumping Day $3,000.00 $6,000.00 604010035 1 Manhole 48" EA $2,546.64 $2,546.64 621011010 1 Remove Manhole EA $838.92 $838.92 621011040 34.5 Remove Sanitary Sewer LNFTJ $30.00 $1,035.00 621012080 6 Reset Fire Hydrant EA $2,516.40 $15,098.40 6210130701 15 Adjust Manhole EA $361.05 $5,415.75 6210131101 49 Adjust Valve Boxes EA $207.36 $10,160.64 TOTAL $50,210.33 MDT COST SHARE 75% x $50,210.33 $37,657.75 TOTAL MDT'S RESPONSIBILITY $37,657.75 OWNER'S COST SHARE 25% x $50,210.33 $12,552.58 MOBILIZATION 8% x $12,552.58 $1,004.21 TRAFFIC CONTROL 8% x $12,552.58 $1,004.21 SUB-TOTAL $14,561.00 IDC 10.96% x $14,561.00 $1,595.89 TOTAL OWNER'S RESPONSIBILITY $16,156.88 PROJECT TOTAL 1 $53,814.63 Note: SG: mk EXHIBIT A 1,140 •-. - IDAN MONTANA DEPARTMENT OF TRANSPORTATION PRESENT 2011 A.D.T.= 59 LINCOL DOLE> GLACIER HILL VALLEY DAN s LETTING 2014 AD.T 12.= 9,530 F TMEAD DESIGN 2034 A.D.T.= 12,590 , P0.N RA ODSEVEL D.H.V.= 1,510 BLAME TRUCKS= 2.9% _SANDERS TETDN CHDUTEA PNILI IPS C CON IciLAND� V.= 25/35 Mph l 80 KIP ESAL'S= 72 DAILY LEINS GARFELD DAWSON ROWTH RATE= 1.4%ANNUALLY •1 p CIARK FERGUS FEDERAL AID PROJECT STPP 86-1 (30)0 G �` V SOUL CASCADE �tiF 9,o c eW" RECONSTRUCTION WITH ADDED CAPACITY AEAG ER S ELSNEL ROSEBUD GRANT A AN a CUSTER FALL N //� �(� �/J Z ore NP✓ f9 °�N F'G9 I ROUSEC MAIN/OAK BOZEMAN CSF=0.99943024 �'f• kBEAVERFEA �P CARTER b CA BIG HO RIVERRN POWDER PARK VER — ` THIS PROJECT V GALLATIN COUNTY LENGTH 0.9 MILES �J'96 ttevA s T.2S,R6E T.2S,R6E I T.2S,R6E SEC.7 SEC.6 SEC.31 Lo , 0 1i nd O cv Y N BOZEMAN AVE " w J O i�"" = I z N IX, "'I i — INDUSTRIAL DR J C m i N MONTANA AVE Z 3 N Dept. of Q ROUSE 4VE a ronsportotion ; N. ROUSE P-8 6 PERK INS PL C000086 z 86 , N CHURCH AVE m m O � BRIDGE ";I p! it fT N WALLACE Creek GOLD m CENTER DR ...I t— -J ___ vi Q VI ._—__I _ ¢' BRAOY z a J J a IDA AVE 5't• - �I _ I� l� Cn N POND Q�P \ z w PLUM LL 0) D O W L H K M = J J AV �p ( �'I � O WA PLANS PREPARED BY J W z m AVE in (Aui Z DuuuA! (D " o O t` SJ I'� ��.. „ ;I 7 W p1Aj1N T q" z w I p o BY �.' '•J9= W W �� I \ I O s PHILUP A. ODEGARD"1 �_ __-- 0 O `vs BOWL HKM 00 L1J �. .� I _i I O v =pT; 14086 PE __j 1300 CEDAR STREET O N (p I ,1 m t DATE N O ;I Q I i STORY MILL RD I co '. ONAI IJ HELENA,MONTANA 59601 Cp P \ Aiinnitl (4061 4 4 2-0370 M N 0 :;q 1-0 U) 0 IZ D� d P� '� %' Tn CL MONTANA RELATED PROJECTS U)d (u "- "-�� ','j• Z n Q f' DEPARTMENT OF TRANSPORTATION w Z W ,�/ _'_�' - —__ o O 0 Z RECEIVED Zo ED G J m (z W O LLO 000 �O 1 i O N BY O.4 (fl r I r®l r CONSULTANT DESIGN ENGINEER DATE O Q~ U �+ '1' U.S. DEPARTMENT OF TRANSPORTATION 0 LlL L FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT �� APPROVED AGREEMENT NUMBERS THIS CONTRACT I cn Cn RIW&I.C. P.E. STPP 66-1(30)0 RP 0.0 TO RP 0.9 DIVISION ADMINISTRATOR DATE 3 ...W8051RDW805RDTTLZ11.dgn ROAD PLANS A MONTANA DEPARTMENT 2 /yr OF TRANSPORTATION 7119/2016 UPN 4805 2:26:48 PM hmcdertnott SUMMARY STORM DRAIN (CONTINUED) ^ Ifnearfeet cubic yards each STATION RCP FLARED CURB INLET DROP INLET DBL DROP INLET DROP INLET COMB. COMB. RCP IRR. RCP IRR. RCP IRR. REMOVE ABANDON TRENCH REMOVE RESET CONN, CONN. END CURB INLET STRAIGHT BAR DROP INLET MANHOLE COMB. CLASS 2 CLASS 3 CLASS 4 IRR. BEDDING REMOVE ADJUST c ) (WI APRON) Wi APRON (WI APRON TY 3 M.H., TY.3 M.H., CL.5 STORM STORM EXC. DROP DROP TO�X TO EX. TERMINAL - _ TY-3 M.H., •A C.I. TY.V D.I. REMARKS DRAIN DRAIN MAT. INLET INLET M.H. M.H. TYPE B TYPE A TYPE IV TYPE I TYPE II TYPE V TYPE 3** STORM DROP SECTION TREAT- TY.B C.I. (STR.BAR)(WI APRON) FROM TO 36" 42" 78" 24" 72" 18" 24" 12" DRAIN INLET ** LEFT RICH LEFT RIGHT LEFT RIGHTLEFT RIGHT LEFT RIGHT LEFT RIGHT 48" 54" 60" 60"72" 84"102"120" MENT 48'S4"60"66" 48' 48" 66" 50+83.00 52+46,00 163.0 36 235 1 MH-504 TO MH-505 52+46.00 42.0 19 35 1 1 0I-509 TO MH-505 TO DI-510 52+46.00 53+g2,00 136.0 38 t 75 1 MH-505 TO M-505 53+82.00 13.2 6 10 1 MH-566 TO CI-511 -506 53+82.00 54+63.00 81.0 22 gp 54+63.00 33.8 19 25 t MH-506 TO MH-507 53+76.73 54+63.00 86.5 38 50 1 MH-507 TO MH-508 54+14. 33 54+63.00 66.3 53 2 29 35 1 1 1 CON.LT. CI5 3 TO MH-508 54+14.53 54+40.56 54+63.00 54+64.16 91.7 25 90 UNKNOWN SIZE,LT k4+40-56 54+72.43 45.1 20 25 1 1 MH-507 TO MH-509 54+64.84 38.0 11 35 CON.LT.,MH-508 TO CI-514 1 MH-509 TO tvlH-510 54+77,01 12.9 6 10 1 MH-509 TO CI-515 54+32.00 32.2 14 20 1 MH-509 TO CI-516 54+69.75 247.4 69 135MH-510TOOUTFACE#5 54+72.43 53.154+65.98 402.5 UNKNOWN SIZE,LTOTAL 95 5TAL 718.E t,166.9 1,749.9 217. 1,239.5 735.8 377.1 50.9 1,685.5 752.6 1,725 '� 15 �, 5 21 13 :A2 26 10 1 1 1 4 11 2 2 2 1 1 1 1 3 10 7 3 1 1 2 *FOR INFORMATION ONLY WATER VALVE BOXES # each ADJUST REMOVE VALVE-GATE VALVE-AUXILIARY SANITARY SEWER# STATION REMARKS WATER VALVE BOX WATER VALVE BOX 6 IN W/BOX 6 IN' [[near feet cubic yards each day LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT STATION PVC REMOVE FILLAND CONNECTIONS MANHOLE CONN. 11+27.81 7 SDR-35 SANITARY ABANDON BEDDING TRENCH REMOVE ADJUST TO EX. BYPASS REMARKS 34.35 FT. SEWER MATERIAL EXC• MANHOLE MANHOLE TYPE 1 11+64.45 1 12.83 FT. PIPE MATERIAL 8" SANITARY PUMPING 12+13.48 1 FROM TO 8" PIPE 48" MANHOLE 11+91.53 1 MEND NHALL ST.,27.47 FT. 33.96 FT. 12+g3.D1 1 2.47 FT.LT. 14+04.07 1 43.93 FT. 10+77.22 11+09.28 30.0 34.5 4 60 2 1 2 3.55 FT.RT. MENDENHALL ST. 14+08.64 1 63.68 FT. Y 13+92.44 1 1 6.50 FT.LT. 14+10.34 1 18.87 FT. = 17+76.35 1 9.91 FT.LT. 14+11.07 1 39.89 FT. J 22+47.46 1 4.20 FT.LT. 14+12.66 1 56A2 FT. y =26+7 7.20 FT.LT 14+13.95 1 64.16 FT.5.22 FT.LT. 17+48.35 1 2.33 FT.2.23 FT.RT. 17+85.23 1 48.34 FT.17.59 FT.RT. 17+85.61 1 42.31 FT.15.95 FT.RT. 17+88.681 21.06 FT.1 --- 13.75 FT.RT. 17+89.60 1 57,45 FT. 43+69.13 1 0.96 FT.LT. 17+91.06 1 44.96 FT. 43+78.60 1 10.71 FT.RT. 17+92.15 1 46.78 FT. 47+45,74 1 9.47 FT.RT. 17+92.87 1 13.28 FT. 51+05.72 1 10.74 FT.RT. 18+12.32 1 0.16 FT. 54+61.57 55+35.35 72.6 1 20"AC PIPE 19+75.26 1 0.88 FT. 54+67.87 1 11.98 FT.RT. 22+22.47 1 21 AB FT. 1 TOTAL 30.0 34.5 72.6 60 l!a .1.5- 22+79.43 20.65 FT.2 22+92.64 1 2.43 FT. - FOR INFORMATION ONLY 23+81.02 1 1 20.68 FT, 75%STATE SHARE 25%UTILITY SHARE 14 77 25 26+ . 1 1 30. FT. MANHOLES IN PLACE 28+10.09 1 27A2 FT. each 28+12.45 1 5.97 FT, 28+80.07 1 27.39 FT. 28+82.72 1 27.99 FT. STATION ADJUST REMARKS 29+46.56 1 27.34 FT. MANHOLE REMARKS 1 27.70 FT LEFT RIGHT 32+41.07 1 1 1 10.23 FT. t 45.75 FT. 16+ . 1 PEACH ALIGNMENT 32+51.82 32+53.23 1 46.73FT. 44+1111,55 55 1 FIBER OPTPTIC,18.76 FT.# 32+83.64 1 30.89 FT. 55+17,24 1. GREASE MH-DO NOT DISTURB,45.52'LT. 33+21.21 1 33.06 FT. 55+25.18 1 GREASE MH-DO NOT DISTURB,45.82'LT. 33+34.83 1 27.47 FT. TOTAL 2 33+44.04 1 4.32 FT. 40+36.67 1 29.36 FT. #75%STATE SHARE 25%UTILITY SHARE 42+75.81 1 25.01 FT. 42+75.88 1 11.30 FT. TRENCH DRAIN 43+63.89 1 31.05FT. 43+95.77 1 12.52 FT. 43+96.57 linear feet 0 7 43+97.87 1 1 32.4 FT. PRE-SLOPED NEUTRAL STATION CHANNEL CHANNEL 43+99.73 1 13.00 FT. TRENCH TRENCH REMARKS 47+42.70 1 12.90 FT. DRAIN DRAIN 47+50.10 1 26.7T FT. FROM 1 25.74 FT. TO SIDE 6" 6" 49+06.92 1 9-47 FT. 28+60.00 29+00.00 LT. 40 CONNECT LT.TO Cl 302 52+73.97 1 10.06 FT. 29+00-00 29+38.98 LT. 40 54+49.66 1 24.88 FT. 29+53.71 30+03.64 RT. 50 CONNECT RT.TO MH 302 54+50.51 1 29.53 FT. 30+79.28 31+39.28 RT. 60 CONNECT RT.TO STORM DRAIN AT STA.31+09.28 54+97.26 1 10.45 FT. TOTAL 40 150 TOTAL 1K-00 FOR INFORMATION ONLY �#75%STATE °b UTILIT'i.SHARE 1 DEPARTMENT 18o5RosuMzt2ocJ ROAD PLANS MDr* O. RANSPRTATON 612712077 ROUSE-MAIN/OAK-BOZEMAN STPP 86.1(30)0 SIDEWALK _ - -- - - Squareyardslinea, et SUMMAIR�i_},,• STATION CONCRETE SIDEWALK REMOVE DETECTABLE SIDEWALK WARNING REMARKS 4" 6" # DEVICES-TYPE 1 WIDTH FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT ROUSE AVE. 11+85.66 13+58A9 206.9 54.8 262.5 2.2 VARIES INCL.1-15'RADIUS CONCRETE APPROACHES 10+67.07 13+57.30 238.1 61A 292.9 1.7 8.0 INCL.1-10'TRANSITION & 1-20'RADIUS 14+38.43 15+7T.45 136.1 14.7 232.5 2.2 VARIES INCL.1-25'RADIUS 15+77,45 17+28.29 110.8 29.4 147.0 5.0 INCL.1-25'RADIUS AND EXT. linear feet square yards cubic yards 14+63.23 17+39.72 306.8 386.2 4.4 5.0 INCL.1-35' & 1-25'RADII AND EXT. 18+14.18 32+33.61 830.1 112.7 333.3 4.4 5.0 INCL.1-25'RADIUS AND EXT. & 1-30'RADIUS STATION WIDTH CONCRETE CRUSHED REMARKS 16+22.71 32+60.50 631.5 150.1 974.7 4.4 5.0 INCL. -25'RADIUS AND EXT.,1-25' 1-98' & 1-148'RADII 6 IN.' AGG. 33+44.30 36+21.78 242.5 31.8 236.1 3.3 5.0 INCL.1-25',1-152.6'& 1-25'RADII AND EXT.# COURSE 34+10.16 37+28.05 234.6 62.6 208.9 3.3 5.0 INCL.1-37'.1-11 V& 1-15'RADII 37+08.78 39+80.68 185.7 50.4 76.0 3.3 5.0 INCL.2-25'RADII AND EXT. 13+30.54 RT 49.1 76.2 8.4 ROUSEAVE. 37+85.97 39+88.84 128.2 59.4 2.2 3.3 5.0 INCL.1-15'& 1-25'RADII AND EXT. 13+33.5T LT 24.0 12.6 1.4 ROUSE AVE. 40+67.63 42+74.17 201.5 50.0 33.0 1 4.4 5.0 INCL.1-25'RADIUS AND EXT.,1-45' & 1-138'RADII 10+33.22RT 30.0 25.8 2.9 MENDENHALL ST. 40+66.26 43+23.19 174.8 60.5 93.7 3.3 5.0 INCL.1-25'RADIUS AND EXT. & 1-33'RADIUS 14+59.62RT 1 .0 ROUSE AVE. 44+48.59 53+03.41 494.9 197.5 145.7 2.2 5.0 INCL.1-33',1-98' & 1-225'RADII 21+82.48RT 8.5 16.8 1.9 ROUSE AVE-COMBINED CURB OPENING STA 21+76.7 44+99.07 47+03.31 1 T3.5 25.0 3.2 3.3 5.0 INCL.1-38%1-138'& 1-25'RADII 25+40.42RT 12.0 10.8 1.2 ROUSE AVE. 47+90.35 53+94.92 323.5 179.5 110.8 3.3 5.0 INCL.1-25' & 1-35'RADII 27+25.29 LT 12.0 22.8 2.6 ROUSE AVE. 55+17.58 55+35.35 10.4 5.0 27+60.77 LT 12.0 21.6 2.4 ROUSE AVE. MENDENHALL ST. 28+35.22LT 10.0 9.6 1.1 ROUSEAVE. 10+12.36 10+62.81 48.3 48.3 8_6 34+78.58 LT 11.6 _ 6.6 0.7 ROUSE AVE. _ 10+12.36 10+70.96 _ 11.3 _ 28.0 39.0 8.5 34+90.34RT 12.9 11.4 1.3 ROUSE AVE:-PUBLIC APPROACH 11+50.97 13+5275 _132.3 52.4 62 35+84.59RT 9.0 7.2 0.8 ROUSEAVE. 11+86.50 12+g0.89 58.7 96.8 5-0 39+46.87 LT 11.9 13.2 1.4 ROUSE AVE. 12+80.89 13+52.75 39.6 14.2 1 68.4 VARIES 43+02.80RT 20.9 28.2 3.1 ROUSE AVE. PEACH ST. 51+08.33 RT 30.0 33.6 3.7 ROUSE AVE. 11+02.76 12+99.39 101.9 7.2 168.4 5.0 INCL.1-300'& 1-533'RADII TOTAL 1. 356.4 34.0 11+02.76 13+04.63 108.8 25.7 119.8 5-0 #FOR INFORMATION ONLY 14+65.62 15+99.51 73.5 69.0 5.0 INCL.1-8'TRANSITION CONCRETE IS CLASS"A"AND"D". SAME AS 4"CONCRETE SIDEWALK. 14+75.25 17+28.53 110.8 31 A 4.2 5.0 TAMARACK ST. 10+36.78 12+31.07 83.5 24.4 5.0 INCL.1-324'RADIUS 10+54.62 10+95.61 34.6 27.2 VARIES 10+95.61 12+20.28 69.4 79.5 5.0 13+35.10 15+26.05 92.5 14.1 1.1 5.0 INCL.1-148' & 1-473'RADII 13+67.19 15+68.86 81.7 31.3 5.0 BIRCH ST. 10+36.26 10+56.73 11.9 14.6 1.1 5.0 INCL.1-104'RADIUS CURB AND GUTTER TOTAL 5,888.7 1.368.5 #4,436.0 51.2 '\ = linear feet square yards #FOR INFORMATION ONLY STATION REMOVE CONCRETE CURB AND GUTTER CONCRETE REMARKS CURB AND GUTTER # VALLEY GUTTER FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT Q ROUSEAVE. 11+85.66 13+58.49 199.3 201.1 INCL.1-15'RADIUS 10+67.07 13+57.30 330.0 330.9 INCL.1-10'TRANSITION9,1-20'RADIUS PEDESTRIAN RAIL 14+38.43 17+28.29 328.7 336.0 INCL.1-25'&2-35'RADII 14+63.23 17+39.72 333.9 365.7 INCL.3-35'RADII 17+39.72 18+22.71 133.3 67.9 INCL.2-25'RADII AND EXT. linear feet 17+28.29 18+14.18 86.0 1 69.9 INCL.2-25'RADII AND EXT. STATION PEDESTRIAN 18+14.18 32+33.61 1,473.4 545.E INCL.1-30'RADIUS HANDRAIL RAIL REMARKS 18+22.71 32+60.50 1,498.5 1,467.5 INCL.1-25' 1-98'&1-148'RADII 33+44.30 36+21.78 338.9 363.7 INCL.1-25'&1-152.6'RADII FROM TO LEFT RIGHT LT RT 34+10.16 37+28.05 418.1 304.3 INCL.1-37'&1-11 V RADII 36+21.78 37+08.78 92.6 66.1 INCL.2-25'RADII AND EXT. 26+89.91 1 27+10.21 26.9 37+28.05 37+85.97 51.1 36.5 INCL.2-15'RADII AND EXT. TOTAL 26.9 37+08.78 39+80,68 317.9 92.4 INCL.1-25'RADIUS AND EXT. 37+85.97 39+88.84 1 202.9 1 27.1 39+88.84 40+66.26 1 62.7 INCL.2-25'RADII AND EXT. 40+66.26 43+23.19 294.4 97.9 INCL.1-33'RADIUS 40+67.63 42+74.17 359.9 N11 INCL.1-25'RADIUS AND EXT..1.45'&1-138'RADII 44+48.59 53+03.41 999.3 INCL.1-33' 1-98'&1-225'RADII 44+99.OT 47+03.31 308.964.7 INCL.1-38'&1-138'RADII 47+03.31 47+90.35 63.9 INCL.2-25'RADII 47+90.35 53+94-92 659.460.3 INCL.1-35'RADIUS 55+09.21 55+35.35 26.2 FIRE HYDRANTS 55+17.58 55+35.35 17.8 3.0 MENDENHALL ST. 10+12.36 10+62.81 90.5 50.5 each linear feel PROPOSED PROPOSED EXISTING GROUND 10+12.36 10+70.96 0.1 0.1 STATION REMOVE FIRE HYDRAN FIRE HYDRANT# ELEVATION FIRE FIRE REMARKS 11+50.97 13+52.75 2D2.1 202.1 BARREL HYDRANT HYDRANT RESTRAINED LENGTH AT FIRE OFFSET# OFFSET# 11+g6.50 13+52.75 166.7 166.2 LEFT RIGHT LEFT RIGHT TEE a CAP HYDRANT# PEACH ST. 14+14.15 1 COU1 6.2 -56.6 FT. 6"CAP 11+02.76 12+99.39 196.6 183.9 INCL.1-30V&1-533'RADII 14+14.95 1 1 5.0 4.803.25 -64.3 FT. 6"x 6"x 6"TEE 11+02.76 13+04.63 203.E 1 191.4 1 1 INCL.2-35'&1-522.5'RADII 17+92.39 1 1 45.2 FT. 6"CAP 14+65.62 15+91.51 125.2 17+93.15 1 i 5.5 4 798.01 �48.9 FT. 6"x 8"x 8"TEE 1 5 17+28.53 254.6 28+09,27 1 1 6.5 4,787.14 38.0 FT. 6"COUPLING TAMARACKRACK ST. 28+10.20 1 28.0 Ff. 10+36.78 1211.07 194.9 195.9 INCL.1-324'RADIUS 32+51.79 1 1 6.0 -50.5 FT. 6"COUPLING 10+36.78 12+20.28 1842 183.5 32+52.22 1 4,782.17 46.6 FT. ' 13+35.10 15+26.05 193.2 28.3 INCL.1-148'&1-473'RADII 42+75.80 1 6.5 4,770.25 26.0 FT- 6"TEE 13+67.19 15+66.86 202.5 43+63.46 1 1 32.9 FT. 6"CAP BIRCH ST.04 47+51.06 1 1 1 7.0 4,T64.78 -26.7 FT. -26.7 FT. 6"COUPLING 10+56. 170.2 10+36.26 12+25.57 12+25.57 191.7 25.8 INCL.1-104'RADIUS TOTAL 6 1, \, TOTAL 10,502.1 116,236.1 367.0 "USE EXISTING WATER SERVICE LINE "SEE SPECIAL PROVISIONS #FOR INFORMATION ONLY FOR INFORMATION ONLY.INCLUDE IN COST OF FIRE FJYDRANT noolowigmmmgwAmo 25foCITY OF 8OZEMAAWbST SHARE MONTANA DEPARTMENT �IRIl:14 05RDSUMZ'I2.o N ROAD PLANS ROUSE-MAINIOAK-BOZEMAN STPP 86-1(30)0 2OF TRANSPORTA7/ON 2017�S PlA i...i�.. IAI ------- ......... •• • / 1• .1 TO 1 1 1 1 1 - TO 20+01,RT1 1 1 1 2008 TO 1 22+32 1 11 TORT 22+49.22+52 1 TO RT 1 11 1 1 1 DO NOT DISTURB 1 1 1 HYDRANT 11 RT.EX.STAIRCASECL • • •- \ 0 1 . 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