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HomeMy WebLinkAbout18- Payment Agreement - Capstone Collegiate Communities LLC - Construction of South University District Trunk Sewer 51 1 CO. L� Payment Agreement for Construction of SUD Trunk Sewer Y g (Lincoln Street, Willow Way and South 14" Avenue) THIS AGREEMENT is made and entered into this 13f"' day of , 2018, between the Capstone Collegiate Communities LLC (Capstone) whose address is 431 Office Park Drive, Birmingham AL 35223 and the City of Bozeman (City), a self-governing municipal corporation,whose address is P.O. Box 1230,Bozeman,MT 59771. RECITALS Whereas, Capstone submitted an application for preliminary plat approval for a two-lot minor subdivision for property currently described as Lot 3 of South University District Phase 1 Minor Subdivision for the purpose of creating a development known as the South University District Phase 2 Minor Subdivision(SUD Ph 2); and Whereas, Capstone desires, as a condition of plat approval and prior to occupancy of SUD Ph 2,to construct a trunk sewer within its property that Capstone intends to dedicate to the public, and adjacent rights-of-way, consisting of the following improvements: (i) Replacement of the 10" sewer in Lincoln with a 15"sewer main; (ii) construction of a new 10" sewer main in Willow Way extending south to South 141" Avenue; and (iii) construction of a new 10" sewer main in South 141"Avenue extending south to Student Drive (Project), as shown on Attachment "A" and more precisely described within the approved plans for SUD Ph 2 included as Attachment"C"; and Whereas,the City desires to use wastewater impact fees to fund an increase in the capacity of trunk sewer shown on Attachment A above the minimum required 8"sewer main; and Whereas,the City requested and Capstone, with a full understanding of its risks and liabilities, agrees to contract for and oversee construction of the trunk sewer shown on Attachment A; and Page 1 of 4 Whereas, Capstone has obtained and shared with the City bids for construction of the trunk sewer and the low bidder- Sime Construction-has submitted to Capstone a unit price bid for the City's share of the project shown on Attachment B. Total project costs and allocated cost shares between the Capstone and the City are outlined in Attachment`B". The total project cost is $1,113,674, made up of the local share to be paid by Capstone of$578,214, and the capacity expanding share to be paid with City wastewater impact fees of$535,460 (and any change order as may be approved by the City). The City has reviewed said bid; and Whereas, the City and Capstone desire to enter into this agreement to provide the terms and conditions for the City to pay Capstone for costs associated with the City's share of the overall Project. Now therefore, in consideration of the mutual promises, terms and provisions of this agreement, Capstone and City agree to the terms and provisions set forth below: 1. Recitals: the above recitals are incorporated herein. 2. Purpose: The purpose of this Agreement is to provide terms and conditions for the City to reimburse Capstone for the City's portion of design, construction, construction administration and inspection, material testing, as-built preparation and project close-out for the Project. The Project includes the costs associated with the above components that provide additional capacity beyond what is required by SUD Ph 2 defined by costs of improvements that are greater than the cost to install a minimum 8-inch size sanitary sewer main, with certain fixed costs to be shared equally by the parties. 3. Agreement not Entitlement: Nothing in this Agreement may be construed to grant Capstone an entitlement to development of the property in regards to its current plat submission or any fixture land development applications presented to the City. However, as consideration for Capstone entering into this Agreement, the Director of Public Works agrees that building permits may be obtained for structures within SUD Ph2 prior to trunk sewer improvements being completed. The trunk sewer improvements are required to be completed prior to occupancy of any structure within SUD Ph2. 4. Insurance: Capstone's contractor Sime Construction must provide proof of insurance to the City covering and applying to all claims, demands, suits, damages, losses, and expenses that may be asserted or claimed against, recovered from, or suffered by the City without limit and without regard to the cause therefore related to the Project and which is acceptable to the City. Sime Construction must furnish to the City an accompanying certificate of insurance and accompanying endorsements in amounts not less than as follows: Page 2 of 4 • Workers' Compensation—statutory; • Employers' Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; • Commercial General Liability - $1,000,000 per occurrence; $2,000,000 annual aggregate; • Automobile Liability - $1,000,000 property damage/bodily injury per accident; and • Professional Liability - $1,000,000 per claim; $2,000,000 annual aggregate. 5. Conditions for City to Pay Capstone: Upon certification at the end of the project by Capstone's licensed professional engineer that the work contemplated has been completed in accordance with the approved plans and specifications the City shall, upon Capstone's submission of invoice to the City's Engineering Division,pay such invoice in one final payment. Notwithstanding the foregoing, the City shall have no obligation to make any payment until (i) the work is accepted by the City including Capstone's engineer and contractor submitting and the City accepting a signed certificate of completion and acceptance to the City, and (ii) Capstone provides evidence sufficient to prove to the City's reasonable satisfaction all design and construction have been paid and any liens associated with such design and construction have been released. 6. Notices: Written notices sent to the parties hereto shall be deemed given if sent by first- class mail, postage prepaid, to the principle address of each party. 7. Default: Failure of or unreasonable delay by either party to perform any term or provision of this agreement shall constitute a default hereunder. In the event of alleged default or breach of any term or condition of this agreement, the party alleging such default or breach shall give the other party not less than thirty (30) days' written notice specifying the nature of the alleged default and the manner in which it may be satisfactorily cured. The party charged shall not be considered in default for purposes of termination or instigation of legal proceedings during any such 30-day period. ####END OF AGREEMENT EXCEPT FOR SIGNATURES #### Page 3 of 4 City of Bozeman 1 Date: Andrea Surratt, City Manager John Vawter Date: /�i 00 o awter, Principal, Capstone Collegiate Communities LLC, an Alabama limited liability company Page 4 of 4 N:\2484-00116—NTSP!CAPSTONE SUD PH2—BOUNDARY ONLY\dwg\Figures\Trunk Se—E.htblLd«g•L-02—Letter (portrolt),Plotted: Apr 20,2017— 1:55pm,spool _A d" SEWER MAIN WITH . ` 5 SEWER, NrAIN (LINCOLN) „ �� � i cB� r'r ��i• I• n 'I1�1 , NEW 10" SEWER MAIN'=Vkw ,� •\ t r r P. I > > f¢ NE7'11 "S R;MAIN �' r i; SUD PHASE 1 i f Campus Blvd .�.. NEW 10" SEWER (SOUTH 14TH) a) SUD PHASE SUD FUTURE PHASE PARK �r PHASESUD FUTURE � I SOUTH UNIVERSITY DISTRICT0Ak 250 500 1000 126.93 ACRES IN FEET = = - ' -1 STAHLY ENGINEERING & ASSOCIATES ATTACHMENT DESIGNED: 4��V�NsF/I,y6 PROFESSIONAL ENGINEERS$SURVEYORS STAH Lv SUD TRUNK SEWER DRAWN: JDS CHECKED:4CDP www.seaeng.com SUD PHASE 2 —2 DATE: 4-20-2017 404 W.BROADWAY 3530 CENTENNIAL DR- 851 BRIDCER DR.STE.1 SOUTH UNIVERSITY DISTRICT LEWISTOWN,MT 5945 59 7 HELENA.11T 601 1101-AN,MT 59715 �T 9sJpf1HTFS, Phor1c 35—(40e)58594 Phmc(40002-8594 PhWC(406)522-9528 CAPSTONE COLLEGIATE COMMUNITIES,LLC EeF(406)442-8557 FQ,(406)522-9528 BOZEMAN, MONTANA ATTACHMENT A Attachment B. South University District Trunk Sewer Reimbursement Estimate 4/20/2017 West Lincoln Street,Willow Way,and South 14th Avenue Capital Imprvement Plan project WWIF 27 Schedule 1 B Total Cost Local Share Impact Fee Share Item#Trunk Sewer(Lincoln,Willow Way and 14th) unit Unit Price City Price Unit Price Qty Price Unit Price City price 2001 Mobilization,Bonding,and Insurance lump $50,000 1 $50,000 $50,000 0.5 $25,000 $50,000 0.5 $25,000 2002 SWPPP Conditions,BMPs,and Aministration lump $15,000 1 $15,000 $15,000 0.5 $7,500 $15,000 0.5 $7,500 2003 G.C.Conditions lump $10,000 1 $10,000 $10,000 0.5 $5,000 $10,000 0.5 $5,000 2004 Construction Staking lump $4,000 1 $4,000 $4,000 0.5 $2,000 $4,000 0.5 $2,000 2005 Traffic Control lump $10,000 1 $10,000 $10,000 0.5 $5,000 $10,000 0.5 $5,000 2006 Dewatering lump $7,155 1 $7,155 $7,155 0.5 $3,578 $7,155 0.5 $3,578 2007 Bypass Pumping lump $20,000 1 $20,000 $20,000 0 $0 $20,000 1 $20,000 2101 Connection to Existing Sewer Main ea $1,500 1 $1,500 $1,500 1 $1,500 $1,500 0 $0 2102 10"Sewer Main-14th Ave and Campus If $45 1042 $46,890 $41 1042 $43,097 $4 1042 $3,793 2103 10"Sewer in Park If $40 1298 $51,920 $36 1298 $47,195 $4 1298 $4,725 2104 10"Sewer Main Under Kagy If $45 207 $9,315 $41 207 $8,562 $4 207 $753 2105 10"Sewer Main Willow Way If $45 1349 $60,705 $41 1349 $55,795 $4 1349 $4,910 2106 Existing Utility Crossing ea $1,000 10 $10,000 $1,000 8 $8,000 $1,000 2 $2,000 2107 Existing Water Crossing ea $1,000 5 $5,000 $1,000 2 $2,000 $1,000 3 $3,000 2108 Existing Storm Sewer Crossing ea $1,000 5 $5,000 $1,000 5 $5,000 $1,000 0 $0 2109 Standard Manhole 5'Depth ea $2,250 14 $31,5001 $2,250 14 $31,500 $2,250 0 $0 2110 Extra Manhole Depth-48"Dia. if $300 89 $26,700 $300 89 $26,700 $300 0 $0 2111 Remove and Disspose of Existing 48"Manholes in Lincoln ea $1,000 5 $5,000 $1,000 0 $0 $1,000 5 $5,000 2112 Remove and Disspose of Existing 10"AC Pipe in Lincoln If $80 1153 $92,240 $80 0 $0 $80 1153 $92,240 2113 Connect to Existing Manhole-15"Sewer Main ea $3,500 1 $3,500 $3,500 0 $0 $3,500 1 $3,500 2114 Reconnect Existing Sewer Main ea $2,500 4 $10,000 $2,500 0 $0 $2,500 4 $10,000 2115 Reconnect Existing Sewer Services ea $1,000 3 $3,000 $1,000 0 $0 $1,000 3 $3,000 2116 60"Manhole(Lincoln St.replacements) ea $3,500 5 $17,500 $3,500 0 $0 $3,500 5 $17,500 2117 Extra Manhole Depth-60"Dia. If $500 30 $15,000 $500 0 $0 $500 30 $15,000 2118 15"Sewer in Lincoln Street If $50 1153 $57,650 $50 0 $0 $50 1153 $57,650 2119 Landscape Restoration and Seeding Is $10,000 1 $10,000 $10,000 1 $10,000 $10,000 0 $0 2120 12'wide Sewer Access Trail If $20 1590 $31,800 $20 1590 $31,800 $20 0 $0 2121 4"Bollards(2 removeable) ea $1,000 6 $6,000 $1,000 6 $6,000 $1,000 0 $0 2201 Trench Flowable Fill in Kagy Blvd cy $100 240 $24,000 $100 240 $24,000 $100 0 $0 2202 Pavement Restoration-4" If $1201 1359 $163,080 2202a Pavement Restoration-4"(Kagy Blvd) $120 206 $24,720 2202b Pavement Restoration-4"(Lincoln) $1201 1153 $133,360 :::; 2203 Pavement Restoration-3"(Willow Way) If $70 1349 $94,430 $70 1349 $94,430 $70 0 $0 Construction Totals $897 885 $468,376 $429,509 Contingency(10%) lump $89,789 1 $89,789 $46,838 1 $46,838 $42,951 1 $42,951 Engineering Design lump $65,000 1 $65,000 $65,000 0.5 $32,500 $65,000 0.5 $32,500 Engineering Inspection,Testing and Certification lump $61,000 1 $61,000 $61,000 0.5 $30,500 $61,000 0.5 $30,500 Total Project Costs $1,113,674 $578,214 $535,460 10"upsize cost for new sewer is based on material prices of 3.00/ft for 8"SDR 35,and 6.64/ft for 10"SDR 35 from HD Supply. Attachment II 11 CONSTRUCTION PLANS FOR: SUD PHASE 2 AT STAHLY gsfOCw SOUTH UNIVERSITY DISTRICT STAHLY ENGINEERING 8 ASSOCIATES BOZEMAN , MONTANA PROFESSIONAL ENGINEERS$ SURVEYORS www.seaeng.com SHEET INDEX 404 BROADWAY LEW95TOWN, MT 5945457 Phone:(406)575-8594 TITLE SHEET T 1.0 TYPICAL STREET SECTIONS C 4.1 3530 CENTENNIAL DR. 59601 CIVIL SPECIFICATIONS C 0.1 CIVIL DETAILS C 4.2 HE .-(46ENA !AT 8594 Phone:(406)442-8594 '_(4D6)442-8557 SUBDIVISION IMPROVEMENTS PLAN C 1.0A STORM DRAIN PIPE AND MANHOLE TABLES C 4.4 851 BRIDGER OR. STE. 1 CIVIL SITE PLAN C 1.0 ROAD AND STORM PLAN AND PROFILE - 14TH AVE C 4.5 BOZEh1AN, !AT 59715 Phone:.'AN ) T 9526 Fox:(406)522-9528 WATER SITE PLAN C 2.0 ROAD AND STORM PLAN AND PROFILE - UNNAMED C 4.6 WATER SYSTEM DETAILS SUBDIVISION C 2.1 ROAD AND STORM PLAN AND PROFILE - 12TH AVE C 4.7 ISSUE/REVISION WATER PLAN AND PROFILE - 14TH AVE C 2.3 ROAD AND STORM PLAN AND PROFILE - 13TH AVE C 4.8 No.I DATE I BY 1 1 1-31-171 JDS WATER PLAN AND PROFILE -UNNAMED C 2.4 ROAD AND STORM PLAN AND PROFILE -OPPORTUNITY WAY C 4.9 DESCRIPTION WATER PLAN AND PROFILE -12TH AVE C 2.5 ROAD AND STORM PLAN AND PROFILE -CAMPUS BLVD C 4.10 COB SUBMITTAL WATER PLAN AND PROFILE - 13TH AVE C 2.6 INTERSECTION PLAN - 14TH AVE SOUTH OF ROUNDABOUT C 4.11 No. DATE BY WATER PLAN AND PROFILE -OPPORTUNITY WAY C 2.7 INTERSECTION PLAN -14TH AVE NORTH OF ROUNDABOUT C 4.12 2 3-9-17 JDS DESCRIPTION WATER PLAN AND PROFILE -CAMPUS BLVD C 2.8 INTERSECTION PLAN -14TH AND OPPORTUNITY/ 14TH AND UNNAMED C 4.13 COB REVISIONS SEWER SITE PLAN C 3.0 INTERSECTION PLAN -UNNAMED AND 12TH / UNNAMED AND 13TH C 4.14 No. DATE BY SEWER SYSTEM DETAILS C 3.1 INTERSECTION PLAN -CAMPUS AND 13TH C 4.15 a SEWER PLAN AND PROFILE -14TH AVE C 3.2 SWPPP PLAN C 5.0 DESCRIPTION SEWER PLAN AND PROFILE -UNNAMED C 3.3 SIGN AND STRIPE PLAN C 6.0 SEWER PLAN AND PROFILE -CAMPUS C 3.4 SIGN AND STRIPE PLAN -ROUNDABOUT C 6.1 No. DATE BY 4 SEWER PLAN AND PROFILE -12TH AVE C 3.5 DESCRIPTION Ti SEWER PLAN AND PROFILE -13TH AVE C 3.6 SEWER PLAN AND PROFILE -OPPORTUNITY WAY C 3.7 No.I DATE BY SEWER PLAN AND PROFILE -WILLOW WAY C 3.8 ABBREVIATIONS s NOTE: THIS SET OF PLANS COVERS SUBDIVISION IMPROVEMENTS AS REQUIRED AD ALGEBRAIC DIFFERENCE DESCRIPT ON SEWER PLAN AND PROFILE -WILLOW WAY C 3.9 BVCE____BEGINNING OF VERTICAL CURVE ELEVATION BY THE PRELIMINARY PLAT APPROVAL. ONSITE WATER, SEWER, STORM MAIN BVCS_____BEGINNING OF VERTICAL CURVE STATION SEWER PLAN AND PROFILE -WILLOW WAY C 3.10 EXTENSIONS, FUTURE SITE PARKING AND BUILDING IMPROVEMENTS ARE CO____CLEANOUTE SEWER PLAN AND PROFILE -LINCOLN ST C 3.11 SHOWN FOR INFORMATIONAL PURPOSES ONLY. EVGE ==D1rAo o vERnCAL CURVE ELEVAnoN "�"IN?Atiq EVCS____END OF VERTICAL CURVE STATION �,�y�, OVERALL GRADING AND DRAINAGE PLAN C 4.0 EX_____�XISTING -`\\"�pR�ELLp.T LEGEND FT_____-FEET . K_______RATE OF CHANGE - POOL .QE ;S%Ho.11645PE; L-____LENGTH =O EXISTING PROPOSED EXISTING PROPOSED T•�'qq ��_� w HOPE_____HIGH-DENSITY POLYETHYLENE MAX------MAXIMUM �•�'vi`S'97pNAC E�soo• /' I Z WYw4 PROPERTY LINE STORM DRAINAGE SWALE C < < C MH___ _MANHOLE �'/Illlllllllll1111 - ,.u.e _rs -- ..m:1a:s: 1• W4o.aa9 ,, we«.ua - w� TBC 493755 MIN- --MINIMUM I_ Q Bxr.-.n CONTOURS(2 FT.INTERVALS) - SPOT ELEVATIONS(FG) N/A PC---- POINT OF CURVATURE I BENCHMARK DRAINAGE FLOW DIRECTION FCC------- OF COMPOUND CURVE IT erl j d.t PRC �OINT OF REVERSE CURVE a �+ WATER couRSE GRADE BREAK -- -- - PTPOINT OF TANGENT Y 1Y Oia`""11 i { ® PVC_-POLYANL CHLORIDE ; N 9 WETLAND SIDEWALK CHASE PM POINT OF VERTICAL INTERSECTION t . -- TITLE SHEET = WATER COURSE SETBACK 6TORIAIYATER DETENTION BASIN $CH SCHEDULE -l'='l wi.-:n-rrtRn<:n-IO.t�U 5491 tY C.JspC YICNyt£1 .� Pah S___ _SANITARY I 3 � CONCRETE CURB AND GUTTER -- RETAINING WALL<30•HEIGHT STA-_STATION --- -- - -- _ I P H ' WATER LINE T 8 8 COLORED TEXTURED CONC.CROSSWALK SWK _SIDEWALK i ----� ^'�"•'�' ,va;n.usr '"`P`I WATER VALVE/CURB STOP ,qH qH� SIGN TBC_____TOP BACK CURB p 4 4 TOF ____TOP OF FOUNDATION SUD PHASE 2 Mcf9t!Ste 3 I-I FIRE HYDRANT ' ® OVERHEAD ELECTRIC c TOW_____TOP OF WALL N Uni.ers,tXBozeman s.' STA____STATON b. Le. BLOW OFF �� '�' SOUTH UNIVERSITY TYP __TYPICAL i I I I Ij SANITARY SEWER UNE 8" e• POWER POLE DISTRICT VC___ VERTICAL CURVE W____ WATER SANITARY SEWER MANHOLE OS GUY HIRE -) _\YK.I al 1 ' I� SANITARY SEWER CLEANDUT Ce M ELECTRIC PEDESTAL/BOX FJT! s�,l Rsa;7' �q, O OCAPSTONE c I ! J S7 I ^ �, ' STORM DRAIN 18' IB• EIGHT STANDARD FiO 00 COLLEGIATE S I I 7 I E Y$ c VERIFY SCALE o s r a I->'9•�u' X �Ser1yB! % JDS DRAWN: APD/1� --1 I' ,------ STORM DRAINAGE MANHOLE Q ® NATURAL GAS LINE FOR REDUCED PRINTS COMMUNITIES,LLC Ryhpq,. y JL•JI F - STORM CURB INLET 1@ ® UNDERGROUND COMMUNICATION - -- - G 1" DESIGNED:JDS TEOnekp¢f ` SITE - Va9ez Wew 8 STORM CATCH BASIN ® O COMMUNICATON PEDESTAL CHECKED: CDP THIS LINE IS ONE DATE: 11/18/2015 INCH LONG IN THE m ORIGINAL DRAWING SHEET T1.0 ;r MATERIALS SUBMITTALS REQUIRED STAHLY PRODUCT PARTY RESPONSIBLE FOR SUBMITTAL REQUIRED SUBMITTALS PRIOR TO MOBILIZATION REQUIRED SUBMITTALS DURING CONSTRUCTION 1970 WATER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS BACTERIAL TEST RESULTS AFTER INSTALLATION COMPLETE �JD�IptES• SEWER LINE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A STORM DRAINAGE MATERIALS CONTRACTOR MANUFACTURER'S CUT SHEETS AND PRODUCT MODEL#OR SPECIFICATIONS N/A STAHLY PRECAST CONCRETE STRUCTURES CONTRACTOR MANUFACTURER'S SHOP DRAWINGS AND MATERIAL SPECIFICATIONS N/A ENGINEERING PIPELINE BEDDING MATERIAL CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS,P.I., 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE $ ASSOCIATES ON SITE TRENCH BACKFlLL MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED PROFESSIONAL ON SITE UNCLASSIFIED EXCAVATION MATERIAL CONTRACTOR NONE 1 REPRESENTATIVE SAMPLE FOR EACH TYPE OF MATERIAL ENCOUNTERED ENGINEERS& ROAD SUB-BASE CONTRACTOR GRADATIONS, PROCTOR, LIQUID/PLASTIC LIMITS, P.I. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE SURVEYORS WWW.seae gxom CRUSHED BASE COURSE CONTRACTOR GRADATIONS, PROCTOR, LIQUID PLASTIC LIMITS, P.I. FRACTURED FACES, WEAR. 1 REPRESENTATIVE SAMPLE OF MATERIAL IMPORTED TO SITE 404 W. BROADWAY ASPHALT CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING LEWISTOWN. MT 59457 EXTERIOR CONCRETE CONTRACTOR PROJECT MIX DESIGN FROM SUPPLIER SEE MATERIALS TESTING Pho=(406)535-8594 3530 CENTENNIAL DR. HELENA.MT 59601 Pho (406)442-8594 Fom(406)442-8557 ON-SITE MATERIALS TESTING(PUBLIC STREETS AND UTILITIES) 851 OZEMAN, MT 59715 ' Pho (405)522-9526 PRODUCT PARTY RESPONSIBLE TO OBTAIN TESTS TEST FREQUENCY TEST REQUIREMENT&STANDARD Fo (406)522-9528 TRENCH EXCAVATION, BACKFILL AND COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET OF TRENCH- 95%BY AASHTO 599 OR ASTM D698 PER MPWSS ROAD/PARKING SUBGRADE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 OR ASTM D698 PER MPWSS ISSUE REVISION SUB-BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10.000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 PER MPWSS No. DATE I BY CRUSHED BASE COURSE ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 10,000 SQUARE FEET PARKING LOT 95%BY AASHTO T99 PER MPWSS 1 1-31-171 JOS ASPHALT MIX VERIFICATION ENGINEER 1 FIELD MARSHAL PER 2000 TONS COMPLIANCE WITH MIX DESIGN DESCRIPTION ASPHALT IN-PLACE COMPACTION ENGINEER 1 TEST PER 50 LINEAR FEET ROAD OR 5.000 SQUARE FEET PARKING LOT"' 93%BY ASTM D2041 PER MPWSS COB SUBMITTAL CONCRETE ENGINEER 1 TEST PER POUR MIN, OR 1 TEST PER 50 C.Y. TEMP. AIR. SLUMP, 4 CYLINDERS, PER MPWSS No. DATE BY *TRENCH BACKFlLL AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02221. COMPACTION TESTING SHALL BE DONE ON EACH LIFT OF BACKFILL MATERIAL. TRENCH 2 3-9-17 JOS BACKFlLL TESTS SHALL BE DONE 1MTHIN THE FIRST 100 FEET OF A MAINLINE TRENCH OPERATION AND AT NO MORE THAN 200 FT INTERVALS THEREAFTER. ALL SERVICE LATERAL TRENCH BACKFILLS SHALL BE TESTED. COMPACTION DESCRIPTION TESTING AROUND ALL MANHOLES AND VALVE BOXES SHALL BE DONE INDEPENDENTLY OF THE MAIN LINE. TESTING SHALL BE DONE BY THE PROJECT ENGINEER. i4CONTRACTOR SHALL ESTABLISH A ROLLING PATTERN EARLY IN THE PAVEMENT PROCESS BY TAKING A TEST FOR EVERY PASS AND RECORDING THE PERCENT OF MAXIMUM DENSITY. AT A MINIMUM THAT PATTERN SHALL BE MAINTAINED COB REVISIONS THROUGHOUT THE ENTIRE PROJECT. No. DATE BY 3 GENERAL CIVIL NOTES SURVEY NOTES GENERAL UTILITY NOTES WATER SYSTEM NOTES DESCRIPTION E - 1) CIVIL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN 7) THE PROJECT IS ADJACENT TO EXISTING STREETS AND 1) THE PROJECT SURVEY IS ON A LOCAL DATUM (APPROXIMATE 1) WATER, FIRE, AND SEWER SERVICE IS TO BE MAINTAINED 1) ANY WET TAP TO EXISTING WATER MAINS SHALL BE MADE P ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SIDEWALKS. PORTIONS OF THESE STREETS AND SIDEWALKS NAVD 88)WITH ELEVATION BENCHMARK OF 4945.08 ON ARROW FOR EXISTING USERS IN THE STADIUM VIEW APARTMENTS. BY THE CITY OF BOZEMAN WATER DEPARTMENT. TAPPING TEES SPECIFICATIONS (MPWSS), 6th EDITION, AND CITY OF BOZEMAN WILL REQUIRE CLOSURE FOR RECONSTRUCTION. CONTRACTOR BOLT OF COB HYDRANT AT NW CORNER OF CAMPUS AND 12TH. NOTIFY USERS IF ANY TEMPORARY SHUTDOWN IS REQUIRED. IF AND VALVES SHALL BE FURNISHED AND INSTALLED BY THE No. DATE BY MODIFICATIONS TO MPWSS, 6TH EDITION, AND ANY ADDENDUMS. SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY FOR ELEVATION DATUM IS APPROXIMATELY 15'ABOVE COB DATUM. SHUTDOWNS EXCEED 4 HOURS PROVIDE TEMPORARY SERVICE. CONTRACTOR AND THE WET TAP MADE BY THE CITY OF 4 N THE TEMPORARY CLOSURE OF CITY STREETS AND SIDEWALKS BOZEMAN WATER DEPARTMENT WTH THE COST PAID BY THE 2) THE LOCATION OF EXISTING WATER LINES, SEWERS, TANKS, DURING RECONSTRUCTION. THE CONTRACTOR SHALL KEEP 2) CONTRACTOR TO PROVIDE CONSTRUCTION STAKING 2) THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN CONTRACTOR. THE CONTRACTOR SHALL EXCAVATE THE DESCRIPTION CULVERTS AND OTHER UTILITIES AS SHOWN ARE APPROXIMATE. ADJACENT SIDEWALKS OPEN AT ALL TIMES EXCEPT DURING SUFFICIENT TO LAYOUT WORK. STAKING OF PUBLIC STREETS PUBLIC WORKS DEPARTMENT A MINIMUM OF 48-HOURS PRIOR EXISTING MAIN AT THE LOCATION TO BE TAPPED TO CONFIRM o CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF PERIODS OF ACTIVE RECONSTRUCTION. AND TO AND BUILDINGS TO BE UNDER THE DIRECTION OF TO ANY WATER OR SEWER CONNECTIONS TO THE CITY SYSTEM. THE APPROPRIATE PIPE DIMENSIONS PRIOR TO ORDERING THESE FACILITIES AS NECESSARY TO MAKE CONNECTIONS TO OR THE LICENSED SURVEYOR. AND CERTIFIED. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF - FITTINGS. THE TAPPING SLEEVE SHALL BE INSTALLED WITH THE TO EXCAVATE ADJACENT TO THESE FACILITIES. THE ENGINEER 8) CONTRACTOR SHALL PROVIDE A(2) TWO-YEAR WARRANTY SOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY CITY OF OUTLET SET ON THE HORIZONTAL PLANE. THE TAPPING SLEEVE No. DATE BY MAY REQUIRE THE CONTRACTOR TO EXPOSE EXISTING WATER TO THE CITY OF BOZEMAN FOR ALL PUBLIC INFRASTRUCTURE. 3) SITE WORK STAKING SHALL CONSIST OF GRADED OFFSETS BOZEMAN PERSONNEL ONLY. SHALL BE PRESSURE TESTED AND WITNESSED BY THE ENGINEER 5 AND SEWER LINES TO ESTABLISH THE EXACT LOCATION OF WARRANTY PERIOD BEGINS UPON ACCEPTANCE OF TO TOP BACK OF CURB AT BEGINNINGS AND ENDS OF CURVES PRIOR TO TAPPING BY THE CITY. A CONCRETE THRUST BLOCK THESE UTILITIES. INFRASTRUCTURE BY THE CITY. AND 50' STATIONS ON TANGENTS. 3) PIPE-LINE BEDDING TO BE TYPE 1 FROM 4" BELOW THE SHALL BE INSTALLED BEHIND THE TEE. DESCRIPTION PIPE TO 6" ABOVE THE PIPE. PIPE-UNE BACKF(LL SHALL BE 3) UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND 9) ALL OFF-SITE CONSTRUCTION SHALL BE CONDUCTED FROM TYPE A BELOW SIREET ROW, PARKING LOTS, AND SIDEWALKS. 2) PROVIDE A MINIMUM OF 6.5'FEET OF COVER FOR ALL U 4) WATER LINE STAKING SHALL CONSIST OF 20' GRADED a ARE NOT TO BE CONSIDERED COMPLETE. THE CONTRACTOR WITHIN EXISTING STREET EASEMENTS OR PUBLIC OFFSETS AT FITTINGS, VALVES, HYDRANTS, AND AT 50' TYPE B BACKFILL MAY BE USED FOR STORM DRAINS OUTSIDE WATER PIPE UNLESS SPECIFIED OTHERWISE. a SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR RIGHTS-OF-WAYS. STATIONS. OF ROADS AND PARKING LOTS. o TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL 3) THRUST RESTRAINT AND PIPE BEDDING TO CONFORM WITH F PROTECT ALL EXISTING UTILITY LINES DURING CONSTRUCTION. 10) CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH 5) SEWER LINE STAKING SHALL CONSIST OF 2 GRADED �\ 4) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A WATER SECTION 02221 OF MPWSS. ALL WATER VALVES TO BE i RESTRAINED. 4`" ONTAN N/v OFFSETS AT MANHOLES AND OFFSETS FOR SERVICE LINES , 4 ALL UTILITY LINES DAMAGED DURING CONSTRUCTION ACTIVITIES THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). MAIN AND SEWER MAIN SEPARATION OF 10 FEET HORIZONTALLY .� �,.•••.,q SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE OTHER . EDGE TO EDGE AND 18 INCHES VERTICALLY AT CROSSINGS. UNDERGROUND UTILITIES MAY EXIST, THE CONTRACTOR SHALL 11 A PRELIMINARY GEOTECHNICAL EVALUATION HAS BEEN THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF 4) CONTRACTOR SHALL INSTALL ADDITIONAL FITTINGS,a ) 6 STORM DRAIN STAKING SHALL CONSIST OF 2 GRADED - CORDELL O.•• HAVE ALL UTILITIES MARKED BY THE UTILITY COMPANY AND/OR CONDUCTED BY SK GEOTECHNICAL COPIES OF THE REPORT ) ADJACENT WATER OR SEWER MAINS TO CONFIRM SEPARATION BLOWOFFS, VALVES, ETC. AS MAY BE NECESSARY TO = POOL -¢g s ONE-CALL LOCATORS CALL BEFORE YOU DIG. ARE AVAILABLE UPON REQUEST. OFFSETS AT MANHOLES AND INLETS, AND GRADED OFFSETS FOR HAS BEEN MET. PER MPWSS NO. 02660-2. ADEQUATELY FLUSH, TEST, AND DISINFECT THE WATER LINES >9',N 11645PE;w_ N 1-800-424-5555 DETENTION BASINS. AND FITTINGS. g0� 2W 12) CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT 5) ADJUST MANHOLE AND VALVE BOX COVERS PER CITY OF %F,p•OENO' a 4 PRIVATE UTILITIES SUCH AS PRIVATE LIGHTING CONDUITS 7) BUILDING STAKING SHALL CONSIST OF 8 GRADED OFFSETS 5 WATER LINES SHALL BE DISINFECTED ACCORDING TO CITY a ) DAMAGE TO EXISTING PAVEMENT. ANY DAMAGE TO EXISTING BOZEMAN MODIFICATIONS TO MPWSS DRAVANGS N0. 02213-i ) AND UNDERGROUND SPRINKLER ONES EXIST ADJACENT TO THE PAVEMENT OUTSIDE OF PROJECT LIMITS SHALL BE REPAIRED AT FOR THE 4 EXTERIOR BUILDING CORNERS. AND 02213-2. OF BOZEMAN MODIFICATIONS TO MPWSS 02660 AND AWWA Wauuuom`� PROJECT. CONTRACTOR SHALL ATTEMPT TO DETERMINE THE THE CONTRACTORS EXPENSE. SAWCUT ALL EXISTING PAVEMENT C651. LOCATION OF THESE FACILITIES PRIOR TO EXCAVATION. EDGES AND TACK PRIOR TO PLACING NEW PAVEMENT. i CONTRACTOR SHALL REPAIR DAMAGE TO THESE FACILITIES IN A 6) WATER LINES SHALL BE PRESSURE TESTED ACCORDING TO TIMELY MANNER. 13) CONTRACTOR TO PERFORM MISCELLANEOUS GRADING TO MPWSS 02660 AND AWWA C600, TEST PRESSURE TO BE 200 m PROVIDE GRADUAL TRANSITIONS BETWEEN NEW AND EXISTING psi OR 1.5 TIMES THE STATIC PRESSURE(WHICHEVER IS 0 5) NOTIFY ENGINEER OF ANY DISCREPANCIES WITH THE PLANS GRADING. HIGHER) AT THE HIGHEST POINT IN NEW LINES. CIVIL i AND THE ENGINEER WILL PROVIDE A REPRESENTATIVE FOR FIELD VERIFICATION. THE ENGINEER CAN BE REACHED AT: 14) NON-SURFACED AREAS DISTURBED DURING CONSTRUCTION 7) CONTRACTOR TO COMPLETE APPLICATIONS FOR CITY WATER SPECIFICATIONS 15 2 SHALL BE RESTORED TO ORIGINAL GRADE AND PREPARED FOR SERVICE PRIOR TO CONSTRUCTION. STAHLY ENGINEERING & ASSOCIATES INC. SEEDING AND SEEDED. NON-SURFACED AREAS WITHIN OR " 851 BRIDGER DRIVE, SUITE 1 ADJACENT TO NEW GRADING SHALL BE GRADED IN ACCORDANCE 8) FIRE SERVICE LINE TO BE TESTED AND FLUSHED IN BOZEMAN, MT. 59715 ACCORDANCE WITH NFPA 24. TEST PRESSURE TO BE 200 psi. PHONE(406) 522-9526 SEEDED.E BUILDING CONSTRUCTION MATERIALRLAYDDOIWN AND AND FLUSHING FLOW TO BE 10 FT/SEC. ti FAX(406) 522-9528 STORAGE AREA TO BE RECLAIMED FOR FUTURE FARMING. SLID PHASE 2 SOUTH CONTRACTOR TO CONTROL WEEDS IN DISTURBED AREAS DURING 9) CONTRACTOR TO PROVIDE A COMPLETED "CONTRACTORS UNIVERSITY DISTRICT 6) THE PROJECT IS ADJACENT TO A CITY PARK AND STREET CONSTRUCTION. MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" a RIGHT-OF-WAYS WITH LANDSCAPING, UNDERGROUND IRRIGATION TO THE CITY ENGINEERING DEPARTMENT FOR FIRE SERVICE N SPRINKLERS. AND TREES. LANDSCAPING IMPROVEMENTS THAT LINES. ARE DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR. CAPSTONE COLLEGIATE COMMUNITIES,LLC 0 v� DESIGNED:JOS U DRAWN: JDS/APD CHECKED:CDP DATE: 11/15/2015 i SHEET C0.1 E sTfNGi( I � E ISTING D NTIO I UD bS 1 1B �I ,SIN FOR PHASE -\ NO 3 9 , T G PARK 'I STU FOR F RE ROJECT STAH LY ATIO EL M IX SION BENCHMAR B Wpm ECO GU AND RECO ECT EX) ING CON CT TO ARROW B PATTyi AYS OU ROU DABOUT. - ' o � 1 WA I; ' 9'�IrOCIAT�S� STING PyQ W PHAAYS MAINS W VTER ELEVATE 4945.08 ALVE R DNDABO TO B OVED. _ ' -- - w II STAHLY W t / ENGINEERING 1 Q. A / ' ED— 1 PRNO T tM - & ASSOCIATES I ING R� AND - wIo PROFESSIONAL a0' Isi II ENGINEERS& - a d SURVEYORS WWW.Seaeng.com 404 W. WAY ER WIT C NTER '- --- - - --- -- S i I i' LEWISTOWN RMTO 9457 N EXIS NG M IN S R FUTURE Phone:(406)535�6594 ST LAR (1) CONNECTION 0 REMOVA LE ,/ EXTE ION BLOW EXI TING STORM �' OFF I 3530 CENTENNIAL DR. CONN CTION TO I I� ISTING ST MA OLE I HELENA,MT 59601 P IRRIG ION ' Phone:t406;442-6594 ANH I I I i Fox:406 442-6557 IdN1 S. RE RE UIREDPAR AS i i 851 BRIDGER DR.STE. 1 f BOZEMAN. MT 59715 y9Az \ I 1 .Ei I Phone•.(406)522-9526 I I it{I Ffx:(406)522-9526 1 i PHASE P 1 ISSUE/REVISION .38 I 'I I No. DATE BY 6. ACE DESCRIPTION 1 ; E i i i COB SUBMITTAL i +: No. DATE BY ro 2 3-Q-1,71 JDS DESCRIPTION o , PRO�OSE S R MAIN REED y III COB REVISIONS lu I i'I No. DATE BY 1 I 3 a RO OS St0 M DESCRIPTION aAll S ED ' :\ �if No. DATE BY 'o \ _ unu 4 6 r-, 1 liiiii DESCRIPTION s a ss 1,--- - o - s R M ETf E (2 EM (Tl ECT OTING EES !P I 1 5 i` ;I ' , i SO'�UTH 11TH No. DATE BY II I a I 5 ;/AVE TO BE DESCRIPTION !CONSTRUCTED RO ED \I MAIN DAR L ETi- I BY COB. 1 SHOWN FOR .�"`��•INTAIq�i� I� INFORMATION D. = . POOL - I. �CORDELL '; ISBN T�iDSE w B R LAOED WRH Ir. ;ONLY (DASHED) apt ?I ' F E S. C.� o RE RBISHI ARKNAL TOPSOIfg D SEE PER o l ! m DSCA 11 G PLAN BIEN G E v / SUBDIVISION T RK ' t i a v L IMPROVEMENTS MAX S E PLAN I II 1 1 WATR SE CE / \ CONN 11TH AVE WATER FOR PARK Ily X MAIN WITH VALVE 1 ' 1 SUD PHASE 2 1, _ i__ i SOUTH UNIVERSITY PA '/� y m\ �- 6 DISTRICT 6 =-a--- } 4 R S T 6 D 1 CAPSTONE ' 1 �/ 4} 2 COLLEGIATE N 3.86 CRE N - _ X ; , STUB STORM RM ECT To i `I; COMMUNITIES,LLC a STUB R S B STORM / / FOR E 11 , n, DESIGNED:CDP w j STU N FOR E S. 1I1TH AVE ', i il.0 25 50 100 FOR E , FOR FUTURE R FUTURE 1N-D ARCEL , TEMPORARY GRAVEL I �� ` NSION LEND FlNISH EXTENSION I - ' ' UB SEWER CONSTRUCTION i " BLOWOFF i ,,, _ CHEDRACK D:JDS I , STlI6 ' CDP EW / GRADE AT P -CT Xn.I g pfT ORBFUTURE .87.ACRES ' ' FOR FUTURE ACCESS/PARKING .i i" IN FBeT CESS j PSO I FOR RE BOUND i EXTENSION ' ' iii � ��xeR9�1 DATE: 2-22-16 TO 13E/P LACE D EXTEN ON TEMPORARY EXTENSI pgRl�/ I ! / STORAGE/AREA FOR i ' p iii SHEET AR /J nl!( i gl TOPS TO BE �-. , REP ED ONSITE C7.DA 1970 rIgultill • 3iv u� �G'iA �Cii ■r -� ' '7G� �D� ��R��.AL��y 31ENGINEERING- NOW � R SURVEYORS E� & ASSOCIATE in ME, 00 WIN PROFESSIONAL ENGINEERS& ..a��F,4fd :- i� r+.�1 +�±i ± Rio .1f �� l �s�\� i��iiiO�� �Y.�� 7/�rr.�.y r•• r �•�_� 'c e \ ���€r•n�n-�_ R_� �.<.,r p �. - -r�•rr•�os�� I ._. • 404 W BROADWAY G STORM LE IF 1 — e —.�- ,, __ ' �► COB SUBMITTAL i COB REVISIONS �__�._ �_:L. .. .►� d,v a-s s-s �! '="!A A-rs q-a ..I —JL—��—JL—JL—J ' �. . ___ ��►•%csuar. __aor_r- _ - n-�. _ _�_»r ( ■..�.,..a=a-a-ice. MiNammalou ��rca xm-1 Milat v— � L��=��■T• � =Zr=nor—�=Zar= �� �► : : � �-�'� `�_�- • Wan BY COB. RUN SHOWN �, ►►�i �l�"�DUI���� ..- .. ,� o ��,,�, � �-2�� ���' r r\, �_ ���• g�,�, . .- . - Y FOR ,III � - ------. • �� _. • ,� � I , , 'III 6"45PE ,.,. �! � a. r - � . I Fri p-> SLID PHASE 2 SOUTHmin ■ .� ■ ■ A :� AE�IIIeE�!!•�a� �s_�i�=a' I A ll��iE�llE=�)�-=•��E�i�� r ! ��f'��— + DISTRICT - . �, C�-� ,L`e�!\��1'�=�n-a��,v�r /j'^_B/��J\4��- ��v\..•��at�-- ��_ �—�lE�al�-��$:: �� ,1i■7Ir _ a•�rws��as�s_ __ v_ w��— � E i -wrT ����-''-��>:.�� li :. N lk, COMMUNITIES,LLC CHECKED:JOS _�„� PENSION DESIGNED:CDP f � a r � � "■C��I�I�� �� _/ 1970 W 41 rV STAHLY ` /�� � iab' '-�r. �������� �o �[■����■R[77777777777�.rm '' ■`� ENGINEERING & ASSOCIATES ar ����� �■�i ■ � ,..`m - ilia-e PROFESSIONAL •I Viar7.��1r '�'��• -'��.���, ��� ����� ��;:.� /nrr��[77�■r�����.Iwrw[�[[.�7�►����777■L7SURVEYORS I ��_�/ll� � � �a� i�` �� ,- ► ;=ram° /Ii ' . -. fl� ENGINEERS � � �� �►` [� " \ � i — [Elmo LEWSTOWN.MT 59457 % JIB ----- R. ; --------- ASIAN �ljllml 851 BRIDGER DR. STE. I COS SUBMITTAL 1111111111 ME ��11■11 �■��, � r�� a is all c;w'� Ili .�,�■�iw� ��,,_ I[' � I [[7[� �[ ..■�- � ' ` 'fir■= �= L�-�- __�- '[ ■- I SHOWN FOR A� � � � I I e�•�_�- -ter- [�\ ..� - .. 'a� • . • POOL WATER SITE r ►J'' i - . � • 1 � 1 � ��,��I[r'E�l� _������� _ _ __ �� ' ,��1975`=�TE#I�Ism—S!•_ DISTRICT CAPSTONE COLLEGIATE COMMUNITIES,LLC -� .. DRAWN: CDP DATE: 2-22-16 � 5 F I yc �L L STMLY I " STAHLY .Q. 90'FITTING TEE OR CROSS ENGINEERING & ASSOCIATES W 4- PROFESSIONAL ENGINEERS& o ur SURVEYORS L wwwRVEYORS L ( LEWISTOWN,MT 59457 u®m Ph°ne:(406)535-8594 45'FITTING 22.5'FITTING wY '�'°'•'m" ��� nvm[wH n:°s rIK xavHm-WIUK+s�w Nx so co[mc oR[ova_ - __-- __- _ 3530 CENTENNIAL OR. - Phone(406)H2-8594 FITTING RESTRAINT NOTES: F. (406)442-8557 �,ala�.:m °AM1n'ROOT m •°t4°' 1. RESTRAINED JOINT FITTINGS MAY BE USED IN LIEU OF 851 BRIDGER DR. STE.1 _ BOZEMAN,MT 59715 THRUST BLOCKS. INSTALL ALL RESTRAINTS IN _ xr �- /-Ta _ ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. PFax:(106)522-952e € xs �. i�?µu is" ^,�^ K<YE°nJf°rrn —L 2. RESTRAINTS MUST BE INSTALLED TO RESIST H' • r =�'�' �-;, _ PRESSURE OF 200 PSI. CALCULATIONS BASED ON 1D'O•� rcle n«W.r rK...:P.`..`�-..:...w,[r«..«a m�.,. END CAP OR VALVE POLY WRAPPED DUCTILE PIPE, SAFETY FACTOR OF ISSUE/REVISION 1.5. TRENCH TYPE 5, 6' BURY DEPTH, SOIL TYPE CL No. DATE BY 3. WHERE APPLICABLE, PIPE LENGTHS ADJACENT TO 1 1-31-17 JDS FITTINGS MUST BE RESTRAINED. TYPICAL RESTRAINT `• ^"'''R0Ot5 NQf"` •14u-u,c a ArY^TED mx awH"a'"""s"'"a"sm.""°[[°"Hue'["mrs`°`°°` LENGTHS REQUIRED ARE SHOWN IN THIS DETAIL DESCRIPTION a.r a 6.uacs T.P2a Ui1T. ,� � PIPE SIZE 4" PIPE 6' PIPE B' PIPE 12"PIPE COB SUBMITTAL sTAwAPO sv[ar.[nons nor'¢ N°02zzr-' CITY OF H02EIdAN SCALE: THRUST BLOCKING FOR N0. 02660-3 CITY of BOZEMAN SCALE: FIRE HYDRANT N0. 02660-4 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 STAND AND DRAWING NONE FEB 2008 FITTING L F L L L NOTES 90'FITTING 17 15 20 28 No. GATE BY TEE OR CROSS 5 6 8 11 2 3-9-17 JDS 1_ WATER TRENCH TO BE CONSTRUCTED IN COMPLIANCE WITH 1. WATER VALVES TO BE CONSTRUCTED IN COMPLIANCE WITH 1. FIRE HYDRANTS TO BE CONSTRUCTED IN COMPLIANCE WITH 45'FITTING HORIZ. 5 7 9 12 DESCRIPTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, 22'FITTING 3 3 4 6 SECTION 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL SECTION 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL SECTION 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL END CAP VALVE 44 62 82 117 COB REVISIONS DRAWING. DRAWING. DRAWING. 45'FITTING VERT. 19 26 34 49 a 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. ALL VALVES SHALL HAVE THRUST RESTRAINT. IF JOINT 2. SEE PLAN AND PROFILE DRAWINGS FOR HYDRANT LOCATIONS, No, DATE BY PIPE TO 6' ABOVE THE PIPE. RESTRAINT IS USED THE RESTRAINT SHALL BE ADEQUATE TO DEPTH AND GRADES. FITTING RESTRAINTS DETAIL < WITHSTAND DEAD-END CONDITIONS. 3 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. HYDRANT LEADS TO BE MECHANICAL JOINT. IF JOINT HALF SIZE: " = 1'-O" DESCRIPTION RESTRAINT IS USED IN LIEU OF THRUST BLOCKS, ENTIRE FULL SIZE: 34 = 1'-0" o HYDRANT LEAD TO BE RESTRAINED. No. DATE BY 4 DESCRIPTION STET rvinm 0.k ALL FITTINGS SIULL BE MECHANICII JOWr WITH 3 4 TIE RODS IN Evwr ROMAC 'DUCTILE LUGS'OR Exsn4c SEWER Prof METER VAULT FOR IRRIGATION ue a �E RP BACKFLOW PREVENTER u< IXISTNfI IWN w onwR aNRABLe BOLT HOLE. APPROVED EQUAL MAY BE SERVICE TO PARK. < USED TO FACILITATE THE a s vm"e1w.Ev."° j ROD INSTALLATION. 4" POLYSTYRENE No. DATE BY smm wwacc c[a..o:u*a[ i INSULATION. ina FINISHED GRADE 5 a _ 2' _ DESCRIPTION s�mmw+. RR.I iW5 FROST-PROOF `11 MANHOLE LID SEE p� O[NTAHq/i w I e[ SEE DETAIL L. a �KnLL WITH PLANS BELOW /4 REHrx ANCHOR RODS IRRIGATION �)O NOUS COADNG BEDo:Nc uATERW. 3 ism e m _9.'C POOL OR N 11644555PPEE, a C04CRETE THRUST BLOCK OAFk = y, roa �oy s[mc[rs[rm" B[S wrtRAl (SIZE DETERMINED BY ENGINEER) /�4jss/Q LG�r i gerAe o Asru..-.n PRWOdY GOcrPURJx Si°0 T3 5[vruurrs7 olTav iiij%%�%ij�r�%ii�ii�ii/i�/'yr�•i�•yr•'Jr"r•. .f;,, - _ w Z lAY IHW A! //% /r%/r/��%r�%%r�%%/�%r//%//%r/t.'r i- W svmsa4ve. ,r/rr /r/rrrr//ir/rrrrrr/ri//r �[ > PRECAST CONCRETE o rr // r/rr/rrrr//rr/rrr//rrr/rrrr .... U MUST DIA. MANHOLE. "MEGALUG"OR "UNI-FIANCE' r/ H JOINT RESTRAINTS MAY BE ro SUBSTITUTED FOR TIE RODS WATER-TIGHT WATER SYSTEM THRUST BLOCK(As PER CONCRETE w \ a rw THRUST BLOCKS A MPW STwRDM DRAWING 02660-1 DETAILS n \ \ \ \ NOTE:POLYETHYLENE ENCASEMENT 04 ALL DUCTILE IRON PIPE V \ 1 \ SIR \ \. 'W0 ETrTv+cs SPECIFIED, CURB STOP/80X o WITH COMPRESSION CITY OF BOZEMAN SCALE: WATER MAIN CROSSING COUPLINGS FOR NO. 02660-11 TOWN WATER SUD PHASE 2 STANDARD DRAWING NONE BELOW EXISTING SEWER MAIN DEC 2003 SHUT-OFF BRASS SHUT-OFF END OF SOUTH VALVES COPPER/BRASS UNIVERSITY i CITY OF ROZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 FITTINGS i STANDARD DRAWING NONE DEC 2003 GASKET DISTRICT (TYP) CAPSTONE NOTES NOTES COLLEGIATE N 1. WATER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS 1. THRUST BLOCK UNDER TOP ELBOW SHALL BE 3.25' X 3.25' X 2' (L X W X H) COMMUNITIES,LLC o AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02660, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. u( DESIGNED:JDS 2. SEE PLAN AND PROFILE SHEETS FOR SERVICE SIZE AND LOCATION. - DRAWN: JDS/CDP 2" WATER METER DRAIN VALVE SCH 40 PVC CHECKED:CDP IRRIGATION c _ IRRIGATION PIPE DATE: I1/18/2015 SHEET PARK IRRIGATION METER PIT DETAIL C2.1 I' V • 1 / I • • 1970 46 STAHLY • • I�. _ ENGINEERING • • • • �'I h� 1 PROFESSIONAL SURVEYORSENGINEERS& •'• - e ►%ice®_I�` ,. W. BROADWAY 35-30 CENTENNIAL DR. )442 Lim Phone.406 -11594 it I Fox milli �l � 1�II �T`' I ,t■■ .�9.,.■_�i�'Ir1R'.,�I�r'��11!r:5"a1��1111 ", �y - - , 1 �.ij\�.aobi,►_��r�w�r'i��.i17I731��.viD:+■-�1► :��7�lIIY�[��irarll6E•I �all�' '°O'��f�1'IIL� �j���`/ ails i► b I \ I Ln zz I'Y� 'I■.II 1 �,�7�� I I �I/a I ► . • I�IIIIIIII�� I ��- �, �I,`I C I I� `ram I .U •, �, ©IIIIIIIIIIIIIIIIIIIIIII, rot ��Efil: -`C�11-`�#�■=I�T�.'7"i I;EI♦���►�F�t.1 ■' ���I le��■�■�������� �1E7':�■!Ei!!�!RdIA!Be�. lFliON AN IM now ��l: �J,. 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SEWER SERVICE TO BE CONSTRUCTED IN COMPLIANCE WITH DESCRIPTION MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02221, EXCEPT WHERE SPECIFIED ON THIS DETAIL SECTION 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL SECTION 02730, EXCEPT WHERE SPECIFIED ON THIS DETAIL COB REVISIONS DRAWING. DRAWING. DRAWING. No. DATE I BY 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4" BELOW THE 2. SEE PLAN AND PROFILE SHEETS FOR MANHOLE GRADES AND 2. SEE PLAN AND PROFILE DRAWINGS FOR SERVICE LOCATIONS, 3 PIPE TO 6- ABOVE THE PIPE. INVERT ELEVATIONS. SIZE AND GRADES. DESCRIPTION 3. DETECTABLE WARNING TAPE IS REQUIRED. 3. MANHOLES SHALL BE WATER TESTED OR VACUUM TESTED 3. SEWER SERVICES TO BE SDR 26 PVC PIPE. AFTER BACKFILL. 4. SEWER SERVICES SHALL BE CAPPED AND TESTED PRIOR TO CONNECTION TO BUILDINGS. 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PVC®7.OR DESIGNED:JDS4900 4900 DRAWN: APD/JDS NtANHOt SDRun - CHECKED:CDP DATE: 11/18/2015 i SHEET 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 C3.9 1 • - HEt'y/yc ---- •�a4 mass So l ---- _-- -- -- --- - ���o�A _ STAHLY I rn�ro<im z _ I q�fOf(ATES mAmvo� r _ STAHLY ENGINEERING A� & ASSOCIATES A Ell m r^m PROFESSIONAL 1-------- - ----- ------ ---- _t, _ N ENGINEERS& 1 E m o SURVEYORS www.seoeng.com z m- I v v N 404 W. BROADWAY I I z v - LEWISTOWN.MT 59457 _ Phone:(406)535-8594 I 3530 CENTENNIAL DR. s p HELENA,MT 59601 I I '-- -—- _ Phone:(406)442-8594 2 m I �, Fox:(406)442-8557 851 BRIDGER DR. 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CORE NEW 15" AT EXISTING GRADES PROFESSIONAL INVERT IN FROM EAST 0 0 0 0 ENGINEERS 8 0 0 0 0 0 0 0 0 0 0 0 0 SURVEYORS 0 0 0 hl 0 0 0 0 0 0 + + '+' + www.seoeng.com + +. + I j f+0 n W m O — N M 0 ISTING WATER MAIN ISTING 10' 404 W. BROADWAY SEWER MAIN LEWISTOWN.MT 59457 _---- - - -- -- - CONTINUES Phon530'CN6)5 5IAL 94 fs. - 3h 3ELENA.MT TENNI5960 R. W.LINWLN ST Pone 8594 —s s ss F..(406)442-6557 `I — � ♦(( y �i --\\ ---- TR 851 BRID NR DR. S 51© \ i _ Phone:(406)522-9526 \`E I I I� I"YFax:(406)522-952e DGE OF AS ESTORE STREET L---3 i I I� START OF NEW PER CITY OF t SEWER MAIN IN BOZEMAN I ,t wl�ow WAY ISSUE/REVISION STANDARDS No. DATE BY + 1 2-27-17 NTP �t DESCRIPTION ISRNG DRIVES. CONTRACTOR TO I it LINCOLN SEWER PROVIDE ACCESS TO HOUSES DURING f I� SEWER CONSTRUCTION - l No. DATE BY O� COUNTY ROAD ROW 2 3-9-17 JDS DESCRIPTION i I i i I COB REVISIONS 0 25 50 100 I No. DATE BY 3 DESCRIPTION 0 E SCALE IN FEET I I I I p No. DATE BY Q 4 DESCRIPTION 4915 in > o 4915 m m N m O WU' m m Om� sY N m M ®Om OI O om ri cY.. rc ri a ri a K d- m a 3 •r .a .a N .r vi .t 3 K <n.c�. .o m .r aawao0 4910 ^vW w3 r , ..- . iwV,i1 3 mCVIwzUK Naw �3 4910 tD�'t .E.SCO.C.ENg.RID.S1PN.-t Tu1.�4IO O pN v W W . > Z p > 4905 4905 awz z Q-QLwz>z wzzz Qw \%tATAp i'iwo a U m V)WO_�m W�O W2 m�� WO m WK.-m m :CORDELLD. POOL 4900 N�11645PE ,GRADE 4895 4895^ SEWER P&P .= �Q =_ I I I 4890 4890 LINCO N ST. APPROX. 4' U X'ASTM R 0.159. a EWER @ 9. STM 35 185.AS I 15 O"J � O'22" _ D3034 SDR 35 35 I �^ 4885 EXIS R 35 D3034 S R 35 Ex1sT1 s c 10 sE R ®o. 2• 4885 SUD PHASE 2 SEWER 0 0.25, SOUTH UNIVERSITY DISTRICT N 15' DIA KNOCK CUT 4880 FOR B' LATERAL4880 CAPSTONE AS REQUIRED COLLEGIATE COMMUNITIES,LLC 0 in DESIGNED:NTP 4875 4875 DRAWN: APD/NTP CHECKED:CDP DATE: 2/27/2017 SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 C3.11 STAHLY ENGINEERING I � ����Pl��� I�J IJir."����1�i��l�il�i�sir�' ►'• & ASSOCIATES ENGINEERS& SURVEYORS �_�[R»•r•11mi PROFESSIONAL _11■\ 4 -- / i..■�.1���.���� mIC ��r���r����rlr•39!;, � 3530 CENTENNIAL DR. 'All 2. ' � . �� � � �� � �� � i i � ��, ,� �. � I� � � � _ � �. '�II' i Lam:::::, - � ' rl•t - �®� COB SUBMITTAL I PAP CON KtV151UNti ..•'• a •' � � � ' I� I t - Ii1C■'�1j�� I � 7.■�6■ l,�a�_■ . � 1, . 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GRAVEL BASE 6"THICK - ETE WITH #4 BAR ON STAHLY 4" OF M-4000 CONCRETE 16 GRID(7"THICK FOR CROSSWALKS) (8" THICK FOR ROUNDABOUT MOUNTABLE APRON ENGINEERING TYPICAL CONCRETE SIDEWALK/MEDIAN CAP SECTION 3" OFCROS CALKHED BASE COURSE UNDER & ASSOCIATES N.T.S. PROFESSIONAL SUB-BASE THICKNESS PER ROAD SECTION NOTES ENGINEERS 8 SURVEYORS 1. SIDEWALK TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY TYPICAL CONCRETE APRON,DRIVEWAY,PAD,OR www.seceng.com OF BOZEMAN MODIFICATIONS.TO MPWSS, SECTION 02529, EXCEPT WHERE CROSSWALK SECTION(TRAFFIC AREAS) 404 W. BROADWAY SPECIFIED ON THIS DETAIL DRAWING. N.T.S. LEWSTOWN,MT 59457 TYPICAL STREET SECTION 2 TYPICAL SIDEWALK DOES NOT REQUIRE REINFORCEMENT. NOTES Pho (406)535-6594 CAMPUS BLVD/SOUTH 11TH AVE. 1. CONCRETE DRIVEWAY, PAD, OR CROSSWALK TO BE CONSTRUCTED IN 3530 CENTENNIAL DR. COMPLIANCE VATH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, HELENA, MT 59601 SECTION 02529, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. Phone:(406)442-855 2-8594 Ao (2) 4" WHITE (2)4" YELLOW (2) 4" WHITE - c Fac(406)442-6557 0 STRIPES STRIPES STRIPES 2. CROSSWALK WIDTH TO MATCH SIDEWALK WIDTH. 851 BRIDGER DR. STE. 1 2%SLOPE �—3%CROWN 3%CROWN 2%SLOPE BOZEMAN. MT 59715 Phonc(406)522-9526 ROAD COURSE THICKNESS _ F"(406)522-9526 8'PARALLEL 5'BIKE 10' DRIVING 10' DRIVING 5' BIKE 8' PARALLEL COURSE CAMPUS AND 11TH LOCAL STREETS PARKING LOTS G'SIDEWALK 14'BOULEVARD PARKING LANE LANE LANE LANE PARKING 14'BOULEVARD 6' SIDEWALK ISSUE/REVISION 48'TBC TO TBC PAVEMENT 4" (2-LIFTS) 3" 3" BASE COURSE 6" 6" 3" No. DATE I BY 90' RIGHT-OF-WAY WIDTH SUB-BASE COURSE 18" 15" 15 1 1 1-31-171 JDS SEE GRADING PLAN FOR SLOPE DESCRIPTION OF PARKING AREAS COB SUBMITTAL APPLY TACK COAT BITUMINOUS PLANT MIX SURFACING TYPICAL CURB PRIOR TO PAVING PG 58-28,GRADE B AGGREGATE No. DATE BY A TYPICAL STREET SECTION I 1"CRUSHED BASE COURSE 2 3-9—n JOs E I _i / DESCRIPTION 14TH STREET N' I 9" Mmmlll COB REVISIONS Ao (2) 4" WHITE (2)4" YELLOW (2) 4" WHITE 30 No. DATE BY " PARK f STRIPES STRIPES STRIPES K Q �U a 3 2%SLOPE E �- 2%SLOPE CROWN 3%CROWN = I I^ I o I I I I II III iI l I o I I II IP I I II II I-I _I DESCRIPTION Ea PAARRKAI EL 5' BIK 5' BIK 8'E LANEPPARALLEL III1I1 1I 116' SIDEWALK 5.5'BLVD ' ' DRIVING y ARKING ' ' K _ 6"MINUS SELECT SUB-BASE No. DATE BY 16 4T TBC TO TBC COURSE,(PIT RUN) 4 1. SEPARATION/STABILIZATION GEOTECH FABRIC MIRAR RS3801 DESCRIPTION in 70' RIGHT-OF-WAY WIDTH OR EQUIVALENT w _ COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION No. DATE BY N.T.S. 5 NOTES DESCRIPTION TYPICAL STREET SECTION 1. SUBGRADE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF UNNAMED.STREET 13OZEMAN MODIFICATIONS TO MPWSS, SECTION 02230.EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. a 3 2. GEOTEXTILE FABRIC TO BE CONSTRUCTED IN COMPLIANCE WITH-MPWSS AND g w CITY OF SPECIFIED BOZEMAN THIS DETAIL MODIFICATIONS TO MPWSS, SECTION 02110. EXCEPT WHERE "QNTA& G. w 2%SLOPE f—2%SLOPE r f—3%CROWN 3%CROWN—y 3. SUB-BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CORDELLD.•• a fv" CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02234, EXCEPT WHERE = POOL - SPECIFIED ON THIS DETAIL DRAWING. 6' MINUS MATERIAL IS ALLOWED. 9',N 11645FE;w5 w 7' PARALLEL T' PARALLEL � =5' SIDEWALK 6.5' BLVD PARKING 10' DRIVING LANE 10' DRIVING LANEPARKING 6.5 BLVD 15' SIDEWALK %F CE 5, p 4. CRUSHED BASE COURSE TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS ''� S AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02235,EXCEPT ��iis��NAI `��`` 35'7BC TO TBC WHERE SPECIFIED ON THIS DETAIL DRAWING. 60' RIGHT-OF-WAY WIDTH 5. BITUMINOUS PLANT MIX SURFACING TO BE CONSTRUCTED IN COMPLIANCE WITH o MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02510, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. s TYPICAL STREET SECTIONS U TYPICAL ROUNDABOUT SECTION SUD PHASE 2 SOUTH UNIVERSITY / o DISTRICT a f 5%MIN SLOPE 10%MAX SLOPE VEGETATED SP HIGH ULL CURB INTEGRAL - CU MOUNTABLE SPUTTER f-27 SLOPE - �—2%SLOPE TOPSOIL a 2%SLOPE CAPSTONE N 2%SLOPE COLLEGIATE 2' CURB COMMUNITIES,LLC 0 6'SIDEWALK 7' BOULEVARD 17'DRIVING LANE 1S-MOUNTABLE APRON 57' ISLAND TBC TO TBC 2' CURB u� DESIGNED:JOS IS MOUNTABLE APRON 17' DRIVING LANE 7' BOULEVARD DRAWN: APD/JDS 0 150' RIGHT-OF-WAY WIDTH CHECKED:CDP DATE: 11/18/2015 SHEET C4.1 UPPER LANDING UPPER LANDING WIDTH VARIES MAX SLOPE 2%IN MAX SLOPE 2%IN SEE SITE PLAN RAMP CONSTRUCTION NOTES ANY DIRECTION ANY DIRECTION ��6�lIsE9�yC °1. TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS - ''.° STAH LY AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, t e SECTION 02529, AND AMERICANS NTH DISABILITIES ° " WIDTH 'SIDEWALK TH•VARIES UPPER LANDING MAX SLOPE 2%IN 4'RETAINING WALL �' 1970 t, ACT(ADA) REQUIREMENTS. 4 SIDEWALK SEE 517E PLAN SIDEWALK ANY DIRECTION GRASS 9ffOLIAT�s RAMP MAX -a GRASS GRASS 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. SLOPE 1:12 RAMP MAX 4 3. DETECTABLE WARNING SURFACE COMPLYING WITH ''DETECTABLE - ° • 4 . . SLOPE A s - - - STAHLY ADAAG SHALL COVER THE ENTIRE WIDTH OF THE WARNING • 0 - _ oz 5'-0•. ' DOWEL WITH 24"NOs 5•-O" - • JaN 'WARNCIN6 ENGINEERING RAMP. ONE CORNER OF THE DETECTABLE WARNING SURFACE 4 DETECTABLE �, . MUST BE WITHIN B" OF THE GUTTER FLOW LINE: MIN' REBAR 3" INTO BACK 4 MIN. WARNING �d' - 4 SURFACE NO OTHER POINT ON THE LEADING EDGE OF THE ° ❑ ❑ 04 a ❑4 0 OF CURB, 3" CLEAR ❑ ❑ ❑ ❑ ❑ ❑ SURFACE •RAMP ❑ ❑ •❑ ❑ ❑ ❑° J RAM & ASSOCIATES DETECTABLE WARNING SURFACE MAY BE MORE I i0 (BOTH SIDES) 4 PROFESSIONAL ❑24•MIN Cl ❑ ❑24• MIN.❑ ❑ ❑ 1:12 MAX ❑ THAN 5' FROM THE FLOW LINE. - 1.12_e .1:12, _ 24" MIN.❑ ❑ ❑ 1:12 MAX e ENGINEERS 8 4. RAMP WIDTH SHALL BE 5' MINIMUM. RAMP WITH d ❑ A ❑ ❑ ❑ q "a ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ • _ SURVEYORS TO BE NO LESS THAN 1' NARROWER THAN - www.seueng.com SIDEWALK WIDTH. - - - - • � _ � • 404 W. BROADWAY ° °• . LEWISTOWN, MT 59457 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2R .. C.QNC. CURB AND GUTTER FACE OF CURB - CONC. CURB AND CUTTER, FACE OF CURB - CONC. CURB AND GUTTER 4 •FACE OF CURB 4 Phone:(406)535-8594 6. RAMPS AND LANDINGS ADJACENT TO STREETS _' '-.� -4 - 3530 CENTENNIAL DR. SHALL 6• THICK,OTHER RAMP THICKNESS MAY BE '� 1 �ASPHAFT SURFACING HELE(40 44 8594 4'. - - '- (ASPHALT SURFACING; ' ASPHALT_SURFACING Phone:(4U6)442-855 \ Foz:(406)442-6557 7. CONCRETE TO BE M-4000. REINFORCE CONCRETE _ _ _ _ �� ` _ 851 BRIDGER DR. STE. 1 IN RAMPS WITH FIBERMESH AT A RATE OF 1-1/2 BOZEMAN, MT 59715 LBS. PER C.Y. OR WITH 6"x6•x10 GAUGE WIRE Phone:(406)522-9526 MESH. LENGTH AS REQUIRED LENGTH AS REQUIRED TO MATCH Fox:(406)522-9526 TO MATCH STANDARD STANDARD SIDEWALK GRADE 8. OBTAIN A SURFACE TEXTURE ON THE RAMP BY RAMP RAMP SIDEWALK GRADE DEPRESSED WALK COARSE BROOMING,TRANSVERSE TO THE RAMP FLARED SIDE (5'-0"MIN.) FLARED SIDE TOP OF CURE 12" (5-0' MIN.) 12" TOP OF CURB 5'-p• TOP OF CURB ISSUE/REVISION SLOPE. - •{I 9. TAKE CARE DURING CONSTRUCTION TO ASSURE 1q MAX ' --))---- No. DATE BY 1 UNIFORM RAMP GRADES, FREE OF SAGS AND "� 1/2'L 5 1/2•� I 1:12 MA I 1-31-17 JDS SHARP GRADE CHANGES. NO UP NO UP L -_--NO LIP DESCRIPTION FLOW LINE SEE CURB DETAIL FLOW LINE SEE CURB DETAIL FLOW LINE RETAINING WALL SEE CURB DETAIL COB SUBMITTAL RAMP DETAIL FOR RAMP DETAIL FOR RAMP DETAIL FOR No. DATE BY PLAZA SIDEWALK SIDEWALK PERPENDICULAR TO CURB SIDEWALK ADJACENT TO CURB 2 1 3-9-17 1 JDS (FOR SIDEWALKS WIDTH <11Y) •Ts (FOR SIDEWALK$WIDTH <10') DESCRIPTION N.T.S. N.T.S. COB REVISIONS No. DATE BY E 3 o JOINT SEALANT MOUNTABLE CURB 5.4-(0.45') (M-4000 CONCRETE) DESCRIPTION 1 OTH ACKECAPRONONIC. 10• B 2a' ICAL TRAIL TOP SURFACE (3" OF PAVEMENT 9 3/8" MINUS NATURAL FINES) SECTION 2• No. DATE BY TRAIL BASE 6" OF 3 4" J - o MINUS CRUSHED GRAVEL WIDEN TRAIL 3' AT _ `^ I- Tovsa I 5, 4 BENCH LOCATIONS 4 7vP.L° 3• 4'R � ( ) � DESCRIPTION a 2%CROSS SLOPE -------- 4 ype x 2' LONG EPDXY y ��-- COATED DEFORMED TIE BAR 1P" _ SPACED AT 2'6"CENTERS 3•MIN. GRAVEL BASE 12• ° e �' ., iJ>" ..�.� .s_' - 4 �I zs• No. ' DATE BY TOP W TYPICAL MOUNTABLE CURB(ROUNDABOUT) ~9 "� 4 �L--111 s 8'' BASE WIDTHIDTH 4 •4 0 0 0 o DESCRIPTION s r - N.T.S. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CRUSHED GRAVEL 0000000000000000000000000000p 00 H NOTES BASE-3'M:N. 0000000000000000000000000000000 TYPICAL TRAIL SECTION 1. MOUNTABLE CURB TO BE CONSTRUCTED IN COMPLIANCE PITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02528, SUB-BASE COURSE a SCALE 44= 1'-0- EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. As REQUIRED �x"'plumill",,,44 H NOTES \pO�QNTANy „'. 1. TRAIL SUBGRADE, AND BASE COURSES SHALL BE COMPACTED TO 95%MAX DRY DENSITY,IN ACCORDANCE WITH MPWSS. w ,: •CORDELL p N COMPACTED SUBGRADE POOL :Qv 2. NATURAL FINES TOP SURFACE TO BE MADE OF 80%SAND AND FINE GRAVEL, 10%SILT, AND 10%CLAY. _v =9',N22uu 11645PE'tu 3. TRAILS WITHIN WETLANDS TO BE CONSTRUCTED IN ACCORDANCE WITH WETLAND PERMIT CONDITIONS. TRAIL THROUGH a WETLANDS TO BE APPROX. 4" ABOVE GRADE WITH AN 8' MAX WETLAND FILL WIDTH. MINIMIZE CONSTRUCTION TRAFFIC THROUGH WETLANDS, AND RESTORE ALL WETLAND AREAS OUTSIDE OF TRAIL TO EXISTING GRADE. -�`3°fmt 1•aaE • illIONALttttt�o� TRAIL TOP SURFACE(3. OF 3/8• MINUS NATURAL FINES) TRAIL BASE(15 OF 6" MINUS PIT RUN) DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB i SEPARATION/STABILIZATION GEOTECH CIVIL SITE WIDEN TRAIL 3' AT FABRIC MIRAFI R53801 OR EQUIVALENT BENCH LOCATIONS NO,Ec. - DETAILS 0 2 --2%CROSS-SLOPE -_--_--- t. Swgroae«hou cwr..comvocswl­1wnmrm to action 022J0(M.BW.Sporn•1996 wJ 2. COM Vd I W,eho.W pl-d 4I 10•mt,mle and oholl hmo o m'ni depth of 3/4'om w ,m eWU of 1/6•. -- 3. 1/2•a­f. 1,nt m,teekI chef W placed 4t 0 P.C.,.P.T..,cure mlurn.and M not mare than 3D0'interval.. The _t.dol.W..toad Through De I"depth of lM 4,rN o-I g dter. 4. No curb orW 9etlor ato M pl«ed"ilhaul p fM farm Ine et; by the CG E or hie IY npneer repn.enlolive. s Concrete Noll 6o Cw.,M-4000. SLID PHASE 2 n. .r.tg.. 3 u Crv.M1ed grwN Een 0..m..t 0»mqW.-I.of Seer 02235(-SPECS.20D3.d.) F«sorb ana SOUTH UNIVERSITY 9utt«rep'--t-t wo)ew.n Nd rocx may he wed fo,u 9r 1 t:a,.. DISTRICT N 12' TOP VADTH It 14' BASE WIDTH CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 CAPSTONE SEWER ACCESS TRAIL SECTION STANDARD DRAWING NONE CURB & GUTTER Revised COLLEGIATE W �;= Mar. 2006 COMMUNITIES,LLC SCALE V-0" NOTES TYPICAL CURB DETAIL DESIGNED:JDS 1. TRAIL SUBGRADE, AND BASE COURSES SHALL BE COMPACTED TO 95%MAX DRY DENSITY, IN ACCORDANCE WITH MPWSS. N.T.S. DRAWN: APD/JDS NOTES CHECKED:CDP S 2. NATURAL FINES TOP SURFACE TO BE MADE OF 807 SAND AND FINE GRAVEL, 10%SILT, AND 10%CLAY. DATE: 11/18/2015 1. CURB AND GUTTER TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND 3. TRAILS WITHIN WETLANDS TO BE CONSTRUCTED IN ACCORDANCE WITH WETLAND PERMIT CONDITIONS. TRAIL THROUGH CITY OF BOZEMAN MODIFICATIONS TO MPWSS,SECTION 02528. SHEET � WETLANDS TO BE APPROX. 4" ABOVE GRADE WITH AN 14' MAX WETLAND FILL WIDTH. MINIMIZE CONSTRUCTION TRAFFIC /► THROUGH WETLANDS, AND RESTORE ALL WETLAND AREAS OUTSIDE OF TRAIL TO EXISTING GRADE. - C4.2 ���lN�£yjyc STORM DRAIN PIPE TABLE STORM DRAIN MANHOLE TABLE STAHLY �AsfOClAT�S�`. Pipe I Size(in) I Material Inved in ImeA out Length(B) Slope I MH begin MH end Manhole I EIm60an RI.. MH Sae Sump Bev I Inv-1 Im In Inv in Inv in SUBDIVISION SUBDIVISION STAH LY P10B 12 PVC 4938.38 4937.81 57.37 1.0% S1377 FCC MH(ST 28) SD1 4042.93 TBC 72' 4935M 30" 4935.79 N 30, 4935.79 S 15, 4937.04 W 15 4937.04 NE ENGINEERING P11B 12 PVC 4938.38 4937.95 42.52 1.0% SD78 EXMH(ST2B) SD2 4942.93 TBC 24'x36' 493529 IS- 4937.04 E & ASSOCIATES P12B 30 PVC 4935.79 4933.81 85.97 2.31% SD1 EX MH(ST 2B) SD3 4947.66 Rim 1. 494234 30, 4943.09 N 30" 4943.09 S 15, 4944.34 E 15 4944.34 SE PROFESSIONAL P13B 24 PVC 4936.30 4935.96 34.04 1.0% STUB EXMH(ST3B) SD4 4953.13 Rim 72' 494470 30" 4945A5 N 24' 4945.95 S 24' 4945.95 E ENGINEERS& SURVEYORS P1D 30 PVC 4943.09 4935.79 316.58 2.31% SD3 SO1 SD5 4953.96 TBC 60' 494530 24- 4946.05 N 15' 4946605 W www.seoeng.corn P2D 15 PVC 4937.21 4937.04 33.48 0.5% SD2 SD1 SD6 4953.96 TBC 24'x36' 4945-45 15" 4946.20 E 404 W. BROADWAY P3D 15 PVC 4937.17 4937.04 26.39 0.5% STUB SD1 SD7 4953.32 TBC 60' 4945311 24' 4946.05 W 24' 4946.05 E 15' 4948.78 N LEWISTOWN, MT 59457 Phone:(406)535-8594 P7D 15 PVC 4944M 4944.34 20.5 0.5% STUB SD3 SOB 495121 TBC 24'x36' 4948.16 15' 4948.91 S - 3530 CENTENNIAL DR. P10D 15 PVC 4944A9 4944.34 30.75 0.5% STUB SD3 SD9 4956.55 Rim 60, 4946M 24" 4947.63 W 24- 4947.63 E 1 24' 4947.63 S HELENA,MT 59601 P12D 30 PVC 4945.45 4943.09 347.14 0.68% SD 32 4 SD3 SD11 4953.86 TOG 60' 4948 24' 4949.07 W 24' 4949.07 E 15' 4949.82 N Phone:(406)44 2-3594 Fmc(406)442-8552-8557 P13D 15 PVC 4948.91 4048.78 25.00 0.5% SOB S137 SD12 4953.90 TBC 24'x36' 4949.19 15, 4949.94 S 851 BRIDGER DR. STE.1 P14D 24 PVC 4946.05 4945.95 21.12 0.5% SD7 SD4 SD13 4953.85 Rim 60.1494MI 1. 4949.26 W 24' 4949.26 S 15' 4950.01 E BOZEMAN.MT 59715 Phone:(406)52%9526 P15D 24 PVC 4946.05 4946.95 20.95 0.5% SD5 SD4 SD15 4954.35 TBC 48' 494937 15' 4950.12 W 15' 4950.12 IN Fm:(406)522-9528 P16D 24 PVC 4947.63 4946.05 350.67 0.45% SD9 SD7 SD16 4954.34 TBC 24'x36' 4949M Is' 4950.25 S P17D 24 PVC 4947.72 4947.63 17.5 0.50% STUB SOD SD17 4942.21 TBC 24"x36" 4937M 12' 1 4938.38 SW ISSUE/REVISION P18D 24 PVC 4949.07 4947.63 318.99 0.45% Solt SD9 SD78 494721 TBC 24'x36' 4M7M 12' 4938.38 NW No.I DATE I BY - P19D 15 PVC 4949.94 4949.82 25.00 0.50% SD12 SD11 1 1 1 1-31-17 JDS P20D 24 PVC 4949.26 4949.D7 44.00 0.45% SD13 Sol DESCRIPTION P21D 24 PVCJ 4949.351 494926 17.51 0.50% STUB SD13 COB SUBMITTAL P22D 15 PVC 1 4950.12 49M.01 21.17 0.50% SD15 SD13 _ No. DATE BY P23D 15 PVC 1 4950.25 4950.12 25.00 0.50% SD16 SDI5 - 2 1 3-9-17 1 JDS P24D 15 1 PVC I 4948M 1 4948.78 29.00 0,50% S136 SD5 DESCRIPTION E COB REVISIONS No. DATE BY 3 DESCRIPTION s F�r "{ a..so=.�„. �":r7 r�'W"',.w=M""` "n-,n n...r-nn w•. No. DATE BY 6iv°ai"o x.rem. .x..r. ...wxw 4 DESCRIPTION U .rw users r.ma= lmic'r�rov.0 n�in) i� r•.•` - xmc �� '�-'"'� 1O un m F �.Axnr Ir Nx,a Y a 6 No. DATE BY x....x� ®"v. ...,.w.• .n, n • -0 s,umvm u...c wo mro.. 5 o �xx.s*m..•.a >' .«.scum=,�am,x> �� ,r.w= ^""e..°��`., y i DESCRIPTION i .u exaar c-.Q I Q a FRONT VIEW a ,.-..a•u, A O ,. `�Ox ONTA/Vq 7i apo� ~i".cvi roi c,iiou, : 3 g_ ffi y ! - POOL - 'n'.Y��w Y xb>cl +tic&Ot PEL=�M.�57up� 6-i- o �• N 11645PE;�g r-o• =• NASTORM DRAIN ewcxan rx./ .: •..:. -�:� � _onus m m sa=orc ea. x..v.• - ,�u...w aw.x a. �P,., ��q� .-� PIPE AND -:' x.�. MANHOLE � ON A-A �M'� r SIDE V" TABLES U �wwv`"Y" Rim xpf/0 n nT+a ee>r;es xx= >` ^""'= CRY OF BOZT]IAN SCALE: STANDARD STRAIGHT CITY OF BOZEMAN SCALE: COMBINATION MANHOLE AND NO.027�-18 rn,cA<unm raxu,onus NO.02720-tA NO.02720-4 NONE CURB INLET OEL2W3 sTumum svTax:+narrs xac No.ozzz,-, ,77Y OF BOZEYAN SCALE: STANDARD SQUARE NONE MANROLE DEC.2003 STANDARD DRAWING STANDARD DRAlID:O NONE STORM DRAIN INLET Dee. 2003 DRAIONO SLID PHASE 2 SOUTH R.r MAR 2006 NOTES NOTES NOTES ��� NOTES UNIVERSITY DISTRICT 1. STORM DRAIN TRENCH TO BE CONSTRUCTED IN COMPLIANCE 1. STORM DRAIN INLET MANHOLE TO BE CONSTRUCTED IN 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN 1. STORM MANHOLE AND CURB INLET TO BE CONSTRUCTED IN �i WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS. - COMPLIANCE WITH MPWSS AND CITY OF CONSTRUCTED BOZEMAN COMPLIANCE WITH MPWSS AND CITY OF BOZEMAN MODIFICATIONS TO COMPLIANCE WITH MPWSS AND CITY OF HOZEMAN MODIFICATIONS TO SECTION 02221, EXCEPT WHERE SPECIFIED IC THIS DETAIL MODIFICATIONS TO MPWSS, SECTION 02720, EXCEPT WHERE MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL MPWSS, SECTION 02720, EXCEPT WHERE SPECIFIED ON THIS DETAIL DRAWING. DRAWING. CAPSTONE DRAWING. SPECIFIED ON THIS DETAIL DRAWING. _ 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48" DIAMETER 2. MANHOLE DIAMETER VARIES WITH PIPE SIZE. USE 48"DIAMETER COLLEGIATE 2. TYPE 1 PIPE BEDDING SHALL EXTEND FROM 4"BELOW THE PIPE 2. SEE PLAN AND PROFILE FOR STRUCTURE LOCATIONS, AND MANHOLE FOR PIPES 1B"OR SMALLER. USE 60" DIAMETER MANHOLE MANHOLE FOR PIPES 18"OR SMALLER. USE 60"DIAMETER MANHOLE COMMUNITIES,LLC o TO 6"ABOVE THE PIPE. TABLE FOR RIM AND INVERT ELEVATIONS. FOR 24"PIPE USE 72" DIAMETER MANHOLE FOR PIPES 30" OR FOR 24"PIPE. USE 72"DIAMETER MANHOLE FOR PIPES 30' OR a LARGER. MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER LARGER. MULTIPLE PIPE PENETRATIONS MAY REQUIRE LARGER DESIGNED:JDS/GDP 3. DETECTABLE WARNING TAPE IS REQUIRED. MANHOLE DIAMETERS MANHOLE DIAMETERS. DRAWN: JDS/GDP U CHECKED:CDP 3. SEE PLAN AND PROFILE FOR STRUCTURE LOCATIONS,AND TABLE FOR 3. SEE PLAN AND PROFILE FOR STRUCTURE LOCATIONS,AND TABLE DATE: 11/18/2015 RIM AND INVERT ELEVATIONS. - FOR RIM AND INVERT ELEVATIONS. 4. SUBSTITUTE lLET CASTING FOR ROUND FRAME AND SOLD LID WHERE 4. SUBSTITUTE INLET CASTING FOR ROUND FRAME AND SOLID UD SHEET i CURB INLET IS NOT REQUIRED. WHERE CURB INLET IS NOT REQUIRED. C4.4 1970 •. 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T c(406)5225715 9526 Faz:(406)522-9526 ARROW ; ISSUE/REVISION DENOTES PED Y No. DATE B i ' 1 1-31-17 JOS EXISTIN y RAMP (TYP) ARROW EXISTING ROW -'---------------�'1 ROW--------- - - ---DENOTE-S P----ED - - ------------------- ----- -- ------—---------- -------- DESCRIPTION 4956;. 9� CL (TYP) STREET LIGHT I '` COB SUBMITTAL SWK " ------ -96 495 SWK 495 1' _ TBC 495 J SWK 4956.85 495 1 SWK 4954.62 No. DATE BY 4.33 TBC 4954.4 4.66 3-9-17 JDS ----- ---- -- - - - ----- --- --- - ------ - ---------- - - ------- - --- '1 2 ----------- ----- - - - --- - - ---------- DESCRIPTION TBC 4956.49 �O, cos REVISIONS N 7N 5N A 7 . No.I DATE BY z 3 ¢ n o u O DESCRIPTION O- �`�� TBC m (1) STREET W 4954.11 LIGHT SLEEVE TBC 4954.52 UI !� BC 4953.92 No. DATE BY TBC 4956.62 (1) STREET c`''r 0 TBC 4954.34 4 0= b\ DESCRIPTION LIGHT SLEEVE M1 TBC 4954.35 w UNNAMED STREET LIGHT v UNNAMED (4) UTILITY SLEEVES UNNAMED 4957.04 TBC 4956.71 (4) UTILITY SLEEVES �CL 4954.15 DELINEATOR, TYP. Na. DATE BY = TBC 4956.62 c5 5 o cli / Cclial 9 '9 \ .. DESCRIPTION cn DELINEATOR, TYP. Q� zz - �O TB C TBC N,1„11111!! N TBC 4956.71 TBC �n ", "TAN (W1 N 4954.11 cA 4953.87 �� 4954.52 N*°••••.4 TBC 4956.49 : POOL i NO PARKNB TYP o;N 11645PE_� a - - ------------ ----------------- --------------- ------------- -- - --------------- ---------- ---------------------- -------------- -------------- -- .___________ 9 0. TBC 4956.36 • NO PARKING SIGN, TBC 4957.16 TBC 4957.16 EXISTING ROW EXISTING ROW TYP. INTE j TBC 4954.51 TBC 4954.61 PLAN R UNNAMED o AND 13TH, UNNAMED AND UNNAMED AND 13TH UNNAMED AND 12TH 12TH SUD PHASE 2 SOUTH CT UNIVERSITY DISTR3 i CAPSTONE COLLEGIATE COMMUNITIES,LLC 0 DESIGNED:COP N Q DRAW: CHECKED:JDS 0 5 10 ?0 DATE 2-22-16 CONMUe M UL-0.5' SHEET C4.14 ���INEEyjyc STAH LY w STAHLY EXISTING ASPHALT TRAIL ENGINEERING REPAIR REPAIR AFTER UTILITY EXISTING ROW PROFESSIONAL SLEEVE INSTALLATION ENGINEERS a / SURVEYORS www.seaen g.com 404 W. BROADWAY LEWISTOWN, MT 59457 Phone:(406)535-8594 NEW SIDEWALKS ANC 3530 CENTENNIAL DR. HELENA, MT 59601 NO PAR I RAMPS TO EXISTING ST T LIGHT Phone-(406)442-6594 GN(TY ) WALK E1 YP) [y Fav:(406)442-8557 7 851 BRI DOER DR. STE. 1 _ BOZEMAN, MT 59715 Phone:(406)522-9526 0 o F—(406)522-9528 O o TBC 4944. 2 44. { ISSUE/REVISION E t d DATE>.. TB No. BY CL 494 1 1-31-17 JDS (.iJ DESCRIPTION 4945.16 o CL 4945. 0 5.02 COB SUBMITTAL � —Do(PROJEC ED cV No. DATE BY CL AMPUS BUVD a CL 4945.74) 2 1 3-9-17 1 JDS U Y a o CL 4944.77 DESCRIPTION SLEEVES 4 a `6 COB REVISIONS TBC 4944. - -PAVEME T (TY ) "" 3. DATE BY -- -- --- - -------------- --------- -------- - --- - - T CL 4944.9 DESCRIPTION a � fV No. DATE BY 6 D IATO o b 4 w (TY ) DESCRIPTION BC 4945.5 CCL 494Fl TB 4 4 .55 a. No. DATE BY O. 5 EXIS FI ROW TBC 4945. 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(A 0 W g 4�.1` 22` -K i, s`ai:4`'%.{ Y -x cam-�c !� U r 1 U O LL N 0 Wt W W QQ ` ? < ° t ` O DESIGNED:JDS I I C7 2!- r-Q 00. W W .�.L.3...-. , mxe'�jre fi• �-, fk s�'k• O o O 0 F 0_ m o D_ - G�;: .,^ 7z a ..+� O DRAHN: JDS D:W W w `` ,. r.� „ FiJJI E-� _ La LL CI F Q W O �3�`7 ,;3".., '«•,...,el, sj.f S•: .:�Ta•. 0) CHECKED:12- FCDP LL US F-I 7 I- m � § _ I � � __ DATE: 12 1 16 -------- ---- � �� L-� r-� SIN D m zio ----��ui-1�-r--------------QNbIN--- }' -------- SHEET I I o,a I -- w 5 o� -- � C5.0 i L-J U)t 1 I >m Z 0 :r..- a � I 20' e'�Ir—s 6' 4' STRIPING/MARKING NOTES- 3' B 1. LANE LINES TO BE EPDXY PAINTED IN COMPLIANCE WITH MONTANA DEPT- OF (2) STREET NAME PLACARD V�NEE9jpp CROSS- f NOm 9"H GREEN PLACARD WITHn4'r STOP BAR (SOLID) r WALK TRANSPORTATION (MDT) SPECIFICATIONS SECTION 620. 6"H WHITE LETTERS BEGIN BIKE 4"WHITE ����� LANE LINES TYP It 2. STOP BARS, YIELD BARS, SYMBOLS, AND CROSSWALKS S O PLASTIC STAH LY LANE PAINT Q � ( ) OR YIELD BAR (TRINAGLES) CONSTRUCTED IN COMPLIANCE WITH MPWSS SIXTH EDITION AS MODIFIED BY CITY O STOP R7-1 30"z30" WHERE NO STOP SIGN T OF BOZEMAN. �CROSSWALKS TO BE �' 7970 l B"WHITE STRIPE OR 3. ALL CURB BULBS AND ALL OTHER NO PARKING ZONES ON BOTH SIDES OF COLORED TEXTURED PUBLIC STREETS TO BE PAINTED YELLOW. 11.. 1I111 PARKING WHITE PLASTIC 2 CONCRETE AS SHOWN (2) STREET NAME LANE PAVEMENT MARKINGS T 4. SITE PARKING STRIPING MAY BE WATER-BASED PAINT. � f NDm PLACARD ONLY (CENTERED IN LANE) TAHLY 5. FIRE LANES DEPICTED BY RED LINES ON THE PLAN SHALL HAVE CURBS CURB & GUTTER PAINTED RED NTH WHITE LETTRING'FIRE LANE - NO PARKING' EVERY 25 FEET. !HR 72 R7-10B 12%18" ENGINEERING URB &GUTTER 2 Jy WHITE/GREEN STOP SIGN WHERE $ ASSOCIATES SHOWN To 50 AM RIGHT, LEFT AND � DOUBLE ARROW PROFESSIONAL ENGINEERS& TYPICAL BIKE LANE MARKING DETAIL TYPICAL STOPNEILD BAR AND CROSSWALK MARKING DETAIL RESEr,Eo SURVEYORS ----- „ ---------------- -----------------------------------`------- ------ ------------ - --------- ------- -- ---- - -- --- ---------- ---------- - PARING _ www.seceng.com - -- --- ------------- - R7 8 12"X78 -- - 6 7 6 I I I — 3 ® RESERVED PARKING SIGN 404 W. BROADWAY �� WITH MAX FINE PER LOCAL LEWISTOWN, MT 59457 EffORIDINANCES � _ �' Phone:(406)535-8594 3530 CENTENNIAL DR. i HE7ENA.MT 59601 Phone:(406)442 8594 _ 30 Fax:(408)442-9557 —� ® FLOURESCENT OYELLOW 851 BRIDGER DR. STE. 1 _ - WITH DOWNWARD ARROW BOZEMAN MT 59715 OWN W _ _ - ® PAonc(408)522-9528 Far.(408)522-9528 AHFAO REPLACE ARROW WITH II Il, � � 4A "AHEAD SUPPLEMENTAL O O PLAQUE ISSUE/REVISION No.I DATE I BY ° O O DEAD END BARRICADE SIGN 0 0 0 1 1-31-17 JDS J ❑ 18"x18"PER COB DETAIL DESCRIPTION LL.I O00 09810-2 QCOB SUBMITTAL 'ARK I � �� O PAR IKNG R7-3A 12•x18" No. DATE BY \o/ 7 = 6 HERE 10 WHITE/RED IOTA I-- CORn'IR RIGHT ARROW 2 3-9-17 JDS .�-I DESCRIPTION > NET I I 2 O PARKING R7-3A 12•x18" COB REVISIONS pE Tp WHITE/RED 7 SPUR LEFT ARROW No. DATE BY 3 jiI NO - DESCRIPTION PARKING R7-112"xl8" n - ~I ® AHI WHITE/RED ❑ —/ � � ! i TIME DOUBLE ARROW U' �► �� No BY DATE ❑ �;E3 O PARKING 4 R7-1 12 DESCRIPTION "x18" �f- -� _ ( � TIUF WHITE/RED RIGHT ARROW a o ❑ o - —� - - i'. NO No. DATE BY PARKING R t tz 5 := WHI LEFT EA D ARROW DESCRIPTION a _ d- D11-1 r WHITE REEK " � _ 11 Ri[f ROUtC WHITE GREEN WITH ARROW 0 6 � � �. ✓ 1� ; i �� i 5 ;'CORDELLD.�� 5 9, POOL ark ! ��p•' CE'5-1 i' SIGNING NOTES: m+munnitn �' I i 1 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LLI SECTION 09810. m > I 2. SIGN POSTS TO BE PLACED 3.5 FEET BEHIND �• _ i 't �.. ' t L- 1 I tr Q I CURB OR 12 INCHES BEHIND CURBWALK. SIGN AND STRIPE 3. CURB DELINATORS TO BE WHITE SHUR-FLEX PLAN DRIVEABLE DELINEATORS#SDO031. �I SLID PHASE 2 SOUTH I, - i., ����, �� UNIVERSITY DISTRICT ZD U) 7 6 �1 j CAPSTONE I 1 — _ — COLLEGIATE COMMUNITIES,LLC a - -- -- - - - --- ------ - ---------- ------------- --- --- -- - --- ------ - - '--- - -- -- III DESIGNED:- ------- ------- I. �ARKf % II I DRAG D DRAWN DESIGNED I U TOTAL a $ UNNAMED TREET �— `7_ CHECKED:CHECKED S 0 25 50 100 DATE: PROJECT DATE m , 5 5 5 5. 5 5 5 I. SHEET ) NET -1 5 --s- - --- - - - - - ------ - ---- -- , --- - --- s - - - - , - - - -- 6 -- — — ---- SCALE IN FEET C6.0 5N��9iyc STAHLY „»o ® W 11-2 N " s ! FLOURESCECENT YELLOW ""'�RUR om sxM Nnn�.s ccx WITH DOWNWARD ARROWy o STAH LY e` 'c o'mx rosr tO xlo is ® f=�saa \\ ENGINEERING I 4Ei AHEAD $ ASSOCIATES REPLACE ARROW WITH i w 'AHEAD' SUPPLEMENTAL PLAQUE T PROFESSIONAL ENGINEERS& 0 10• SURVEYORS O O DEAD END BARRICADE SIGN r w www.seuengxixn O O O O p p 18"08" PER COB DETAIL p 09810-2 I 4D4 W. BROADWAY } LEVASTOWN. MT 7 Ph...:(406)35 8594 OPARKIIN R7-3A 12"x18" -•• 3530 HELENA.MT NI5 601AL R 6 HERE TO WHITE/RED ATTACH WR SIGNS TO POST H 15'ORN•E RIVETS(MIN.2 PER Ph—.(406)442—B594 li CORNER RIGHT ARROW SIGN) Fax:(406)442-8557 STREET MARKER SIGN _ REGULATORY SIGN 851 BRIDGER DR. STE. 1 NO ' IW"m s° BOZEMAN,MT 59715 PARKING R7-3A 12"x18" °°"T"""n _ O WHITE RED Try+wiot - �o Teau oreosn[stt �<� PF x•(406)522-9526 HC' TO / (ems) A'Ie�.T ruxx wtt aaml exT Fax:(406)522-9528 I CO!RNER LEFT ARROW j_ • sTR1 Dyne a..n•no o�•�re sue E ❑ 0— ISSUE/REVISION N5 5 5 �" 1 3 BLACK AND WHITE No.I DATE I BY 15 ® N`sacs a rswa .®+T sa1 wsr Ie-nTo vote 1 1-31-17 JDS � 91•" DESCRIPTION D11-1 18'k24" '.• °-•mo LO1i""` COB SUBMITTAL 12" WHITE THERMOPLASTIC 14 WHITE/GREEN `o SURFACE ` EY TRACK (TYP.) BIKE ROUTE WITH ARROW No. DATE BY ' MOUNTABLE __- - ______—_—_ —---- SIGN POST FOUNDATION DETAIL DEUNEATORS (TYP) 2 1 3-9-171 JDS DESCRIPTION (2) STREET NAME PLACARD CITY of BOZEMAN SCALE. SIGN INSTALLATION NO. 0961941 ` 16 AUG 14 9, 9' 7 St Nam 9"H GREEN PLACARD WITH STANDARD DRAWING NONE STANDARDS ft—d.c�8094 COB REVISIONS CH WHITE LETTERS No. DATE BY �® vRI-2 30"x30"30" SIGNING NOTES: 3 o DESCRIPTION 4 o p 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH 15 CITY OF BOZEMAN MODIFICATIONS TO MPWSS, N II;__- _= 3 j SECTION 09810. - \ 16 YrtEo _R1-2 30"x30"30" No. DATE BY 2. SIGN POSTS TO BE PLACED 3.5 FEET BEHIND z b 13 17 CURB OR 12 INCHES BEHIND CURBWALK. 4 a �` 24"WHITE G " 3. CURB DELINATORS TO BE WHITE SHUR-FLEX DESCRIPTION o 13 ERMOPLASTIC (TYP. h DRIVEABLE DELINEATORS #SDO031. DELINEATOR TYP > 1 7 R4-7 18 x24 a Its 4� QO KEEP RIGHT, WHITE/BLACK No. DATE BY 5 n DESCRIPTION a SURFACE MOUNTABLE -- - ----- - STRIPING/MARKING NOTES: DELINEATORS - e'' - � 1. LANE LINES TO BE EPDXY PAINTED IN COMPLIANCE WITH MONTANA DEPT. OF YELLOW (TYP . `y ERMO TRANSPORTATION (MDT) SPECIFICATIONS SECTION 620. i LINE SYMBOLS (TYP.) aoatwnmruq�i 2. STOP BARS, YIELD BARS, SYMBOLS, AND CROSSWALKS TO BE PLASTIC ``4���ONTA/V•9��i 1 pppD CONSTRUCTED IN COMPLIANCE WITH MPWSS SIXTH EDITION AS MODIFIED BY CITY �, 1 Dp I --- OF BOZEMAN. - g CORDELL D.•• 4 N 16 I 3. ALL CURB BULBS AND ALL OTHER NO PARKING ZONES ON BOTH SIDES OF POOL •x_ =s' 11645P :w= _ I I PUBLIC STREETS TO BE PAINTED YELLOW. �0,�• Q}�' g` . E"5• �`� 4. SITE PARKING STRIPING MAY BE WATER-BASED PAINT. �4ip�s/pgp1.E0��� 4/rT 1t1-tt\ -°' 5. FIRE LANES DEPICTED BY RED LINES ON THE PLAN SHALL HAVE CURBS - ® PAINTED RED WITH WHITE LETTRING"FIRE LANE- NO PARKING"EVERY 25 FEET. i �17 z SURF CIE MOUNTA LE E DELIN ATORS - HITE (TYP) ROUNDABOUT SIGN AND STRIPE PLAN I I I U � o --------- SLID PHASE 2 SOUTH o i i I UNIVERSITY DISTRICT _ t I I I `f 14 I I i CAPSTONE N COLLEGIATE COMMUNITIES,LLC N6b, "R 7 I DESIGNED:JOS a i DRAWN: JDS CHECKED:CDP t j 0 10 20 40 DATE; 12-1-16 SHEET SCALE IN FEET C6.1 i