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HomeMy WebLinkAbout12 C300-UTILITY PLANS0°02'56"W515.88'N0°00'00"E228.57'S89°57'07"E 149.49' S89°57'07"E 264.93' 19 15 21 7 BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP WWWWWWWWBPBPBPBPBPBPBPBP GAS BPBPBP8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S S S SSS8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWSFIREFIREWS WS WS FIRE FIRE 8W 8W D D D FFE=4741.5012.43' 11.04' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\009 NWX BUILDING B SITE PLAN\ACAD\SHEETS\C300 WATER & SANITARY SEWER 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 Feb/04/2022 NWX BUILDING I BOZEMAN MONTANA UTILITY PLAN 5659.009 8 C300 CMS CMS MEE 10/2021 20 4010200 SCALE IN FEET NOT FOR CONSTRUCTION EX 6" PVC SANITARY SEWER STUB ELEV: 4733.83 (APPROXIMATELY) EX. 4" CLASS 51 D.I. FIRE SERVICE STUB EX. 2" TYPE "K" COPPER WATER SERVICE STUB 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 CREEK SUBDIVISION RECORD DRAWINGS DATED 9/12/2018 BY C&H. GENERAL NOTES: INSTALL ±63.3 LF OF 2" COPPER, TYPE K, ANNEALED DOMESTIC WATER SERVICE AT 6.5' MINIMUM BURY DEPTH. SEE PLUMBING PLANS CONTINUATION INTO BUILDING 1 INSTALL ± 67.5 LF OF 4" DUCTILE IRON FIRE SERVICE AT 6.5' MINIMUM BURY DEPTH. REFER TO COB STD DWG 02660-13 SEE PLUMBING PLANS CONTINUATION INTO BUILDING 2 INSTALL ± 72.5 LF OF 6" PVC SANITARY SEWER SERVICE AT 2% SLOPE INV IN TO BUILDING: 4735.28 SEE PLUMBING PLANS CONTINUATION INTO BUILDING 3 1 2 Know what's below. before you dig.Call R 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. 48" SSMH RIM: 4739.12 8" INV OUT (N): 4731.80 48" SSMH RIM: 4734.61 8" INV IN (S): 4730.74 8" INV IN (W): 47310.74 8" INV OUT (N): 4730.54 48" SSMH RIM: 4739.81 8" INV OUT (E): 4733.10 EX 8" WATER MAIN (TYP) EX 8" WATER MAIN (TYP) PROPOSED GAS SERVICE PROPOSED BURIED POWER PROPOSED TRANSFORMER