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HomeMy WebLinkAbout008 C500 UTILITY PLANWWWW6S 6S 6S6S6SBP BP BP BP GASGASGASGAS GAS GAS GAS SDSDSDSD6SSD SD SD SD SD SD SDSD SDSDSDSDSDSD6SBPBP WWWW6S 6S 6S6S6SBP BP BP BP GASGASGASGAS GAS GAS GAS SDSDSDSD6SSD SD SD SD SD SD SDSD SDSDSDSDSDSD6SBPBP8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W8W8W8W8W8WWS WS FIRE FIRE WSWSFIREFIRE8S8S8S8S8S8S8S8S 8S 8S 8S N89°30'03"E 145.78' S67°07' 2 5 " W 1 7 4. 7 1 ' 158.51'N0°59'41"E 263.72'S0°59'08"W 104.41'N89°57'07"W 149.49'S0°00'00"W 228.59'S89°57'07"E12.00'S0°00'00"E 174.80'16.20'S0°59'08"W 45.90'1.89' 20.00' 21.00' S SPBPBPBPBPBPBPBP NG NG NG NG NG NG NG NG NGNGNGSSPROPOSED CURB INLET (TYP.) EX 8" PVC SEWER MAIN EX 8" CL 51 01 WATER MAIN EX. 48" SSMH RIM ELEV = 4739.81 8" INV OUT (E) = 4733.10 EX BURIED POWER AND NATURAL GAS EX TRANSFORMER EX HYDRANT EX. 4" CLASS 51 D.I. WATER SERVICE EX. 6" CLASS 51 D.I. WATER SERVICE EX. NATURAL GAS SERVICE STUB EX. 48" SSMH RIM ELEV = 4738.82 8" INV IN (W) = 4732.76 8" INV OUT (N) = 4732.56 62.75 LF OF 6" SANITARY SEWER AT 4.00% SLOPE 6" INV: 35.50 6" INV: 35.95 FFE 4742.25 20 4010200 SCALE IN FEET Know what's below. before you dig.Call R THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. NOTES BY SYMBOL: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR 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/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE 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 OF BOZEMAN PERSONNEL ONLY. 7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 9.INVERT ELEVATIONS OBTAINED FROM BOULDER NORTHWEST CROSSING SUBDIVISION - PHASE 1 RECORD DRAWINGS DATED 12/21/2018 BY MORRISON MAIERLE. 10.INSTALL INSULATION OVER ALL SEWER PIPE WITH LESS THAN 4 FEET OF COVER PER DETAIL ON SHEET C702. 11.INSTALL CLEANOUTS AS DETAILED ON THE PLAN AND AT MAXIMUM SPACING OF 100 FT. GENERAL NOTES: INSTALL ±59.9 LF OF 1.5" COPPER TYPE K DOMESTIC WATER SERVICE AT 6.5' MINIMUM BURY DEPTH. SEE PLUMBING PLANS CONTINUATION INTO BUILDING 1 INSTALL 59.8 LF OF 6" PVC SANITARY SEWER SERVICE AT 2% SLOPE INV OUT: 37.15 SEE PLUMBING PLANS CONTINUATION INTO BUILDING 2 EX 6" PVC SANITARY SEWER STUB ELEV: 4733.60 (APPROXIMATELY) EX 8" WATER MAIN (TYP) PROPOSED TRANSFORMER PROPOSED 1500 GALLON GREASE INTERCEPTOR INV IN (W): 35.95 INV OUT (E): 35.70 PROPOSED BURIED POWER PROPOSED GAS SERVICE 1 EX 8" SEWER MAIN (TYP) 4 INSTALL ± 39.0 LF OF 6" PVC SANITARY SEWER SERVICE AT 2% SLOPE INV OUT: 36.73 SEE PLUMBING PLANS CONTINUATION INTO BUILDING 3 WEST OAK STREET DAYSPRING DRIVE FIRE SERVICE TO BE ABANDONED AT THE MAIN No. 49499 CELINE M PR O FESSIONAL E N G INEERM O N TANA LICENSE D SAUCIER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2024COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\022 - NWX LOT 11 SITE PLAN\ACAD\SHEETS\C500 UTILITY PLAN.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle PLOTTED BY:CELINE SAUCIER ON Jul/10/2024 NWX CHIPOTLE 1438 DAYSPRING AVENUE, BOZEMAN MT 59718 BOZEMAN MONTANA UTILITY PLAN 5659.022 8 C500 CGD CMS CMS 5/31/2024 EX 4" WATER SERVICE STUB ELEV: 4731.72 (APPROXIMATELY) REDUCER TO 1.5" DOMESTIC PROPOSED ELECTRICAL AND GAS METER LOCATIONS. SEE MEP PLANS FOR CONTINUATION INTO BUILDING4 3 PROPOSED LIGHTS (TYP.) SEE ELECTRICAL PLANS FOR DETAIL 2