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SSTSCHACHE LANE11.00' SEPARATION223.4 LF @ 0.52%364.6 LF @ 0.5%
58.9 LF @ 1.0%73 LF @ 0.50%30.00' UTILITYEASEMENT30.00' PUBLICACCESS AND UTILITYEASEMENT30.00'EASEMENT40.00' UTILITYEASEMENT30.00' UTILITYEASEMENT30.00' UTILITYEASEMENT30.00'EASEMENT81.1 LF @ 0.5%30.00' UTILITYEASEMENT40.00' PUBLICACCESS AND UTILITYEASEMENTSETBACKS2°21'23"W 493.32'N87°39'57"W 152.02'N88°30'36"W 189.83'N43°30'20"
W 3
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8'N1°29'24"E 551.27'S87°55'12"E 799.23'48-INCH Ø MH 1.0RIM: 4726.18INV NW: 4719.9EXISTING 12-INCH CLASS 51 DIPAWWA C151 WATER MAIN (TYP)EXISTING 48-INCH ØSANITARY SEWER MH (TYP)EXISTING 8-INCH SDR 35 PVCSANITARY SEWER MAIN (TYP)EXISTING PROPERTYBOUNDARY (TYP)EXISTING 8-INCH SDR 35 PVCSANITARY SEWER MAIN (TYP)EXISTING 8-INCH CLASS 51 DIPAWWA C151 WATER MAIN (TYP)EXISTING 10" STUB(NOT USED)PROPOSED 8-INCHSDR 35 PVC SANITARYSEWER MAIN (TYP)PROPOSED 48-INCH ØSANITARY SEWER MHRIM: 4727.66INV S: 4716.23INV N: 4716.13CORE INV E: 4716.23PROPOSED 8"SEWER SERVICEINV OUT: 4719.0PROPOSED 8"SEWER SERVICEINV OUT: 4719.08PROPOSED 6"SEWER SERVICEINV OUT: 4719.75EXISTING 10" STUBTEE INTO EXISTING12-INCH WATER MAIN10"X8" REDUCEREXISTING FIREHYDRANTEXISTING FIREHYDRANTEXISTING FIREHYDRANTPROPOSED WATERSERVICE SEE PLUMBINGPLANS (TYP)PROPOSED 6" FIRESERVICE SEE PLUMBINGPLANS (TYP)PROPOSED GREASEINTERCEPTORINV IN (4"): 4718.5IN OUT (4"): 4717.85SEE PLUMBING FORCONT. INTO BLDG8" DIP WATER LINE8" DIP WATER LINEPROPOSED 8"SEWER SERVICEINV OUT: 4720.25PROPOSED 8"SEWER SERVICEINV OUT: 4720.2548-INCH Ø MH 4.0RIM: 4724.15INV SE/N: 4717.49INV W: 4717.3948-INCH Ø MH 3.0RIM: 4723.77INV S: 4717.9048-INCH Ø MH 2.0RIM: 4725.39INV SE: 4718.18INV NW: 4718.0812.33'6.00'5.00'12.33'13.17'6.67'18.50'5.00'4.75'12.42'10.0' PUE10.00' PUEPROPOSED 4"SEWER SERVICEINV OUT: 4719.75PROPOSED GREASEINTERCEPTORSEE PLUMBING FORDETAILSEXISTING ASPHALT TO REMAINEXISTING CONCRETE TO REMAINLEGENDSHEET NUMBER REFERENCEXXXXEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR47254724.0047254724.0011x17 HORIZONTAL SCALE: 1" = 100'GRAPHIC SCALE0(IN FEET)25 5025501 INCH = 50 FTKnow what'sR1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY.7. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8. GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.GENERAL NOTES:1. SEE MASTER SITE PLAN FOR PHASING BOUNDARIES2. SEWER MAIN TO BE CONSTRUCTED IN PHASE 13. WATER MAIN TO BE CONSTRUCTED IN PHASE 14. STORMWATER TO BE CONSTRUCTED IN TWO SEPARATE PHASES. PHASE 1 WILL DISCHARGE TO THE EXISTINGSTORMWATER DITCH UNTIL PHASE 2 IS CONSTRUCTED. THE POND WILL BE CONSTRUCTED IN PHASE 1 SO THATWATER QUALITY AND QUANTITY STANDARDS WILL BE MET FOR BOTH PHASE 1 AND 2.PHASING NOTES:BUILDING 4/DFFE: 4724.75BUILDING 1/A4723.50BUILDING 2/B4725.00BUILDING 3/CFFE: 4727.50APARTMENT UNITS IN BOZEMAN, MONTANAFARRAN REALTY PARTNERSBOZEMAN EAST MIXED-USE444