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HomeMy WebLinkAbout009 C500 Utility PlanSDSDSDSSSS SS SS SS SS SS SS SS SS SS SS SS SSBPBPBPBPBPBPBPWWWWWW DFEESTVTVP PTTVSWBTVBTVBTVBTVBTVBTVBTVBTVBTVBFBFBFBFBFBFBFBFNGNGNGNGNGNGBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BTBTBTBTBTBTBTBTBTBTBTBTBTBT V BTV BT V BT V WWWWWWWWWWWWWWWSSSSS S SD SDGASGASGASGASGASGAS PVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2025COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10554\001 - 3100 W HUFFINE\ACAD\SHEETS\C500 OVERALL 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 Oct/06/2025 VELOCITY CAR WASH BOZEMAN MONTANA UTILITY PLAN 10554.001 8 C500 CMS CMS MEE 1 CONR SUBMITTAL 06/28/24JAZ JAZ 15 307.515 0 SCALE IN FEET   PROPOSED CAR WASH FFE = 4859.50' 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 C100FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER. 6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER. 9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 10.CONCRETE SHALL BE CLASS M-4000. 11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6"). GENERAL NOTES: NEW 4" CLASS 51 DI WATER SERVICE CONNECT TO INTERNAL PLUMBING SYSTEM. PROVIDE CLEANOUT @ 3-FT FROM BUILDING WALL (SEE MEP PLANS) INV.=4851.01 NEW RECLAMATION SYSTEMS. SEE M.E.P. FOR DETAILS NEW SAND-OIL INTERCEPTOR. SEE M.E.P. FOR DETAILS NEW CLEANOUT @ 3-FT FROM BUILDING WALL INV.=4850.71' PROPOSED TRENCH DRAIN (TYP.) CONNECT NEW 4" WATER SERVICE TO EXISTING 8" WATER MAIN PER CITY OF BOZEMAN STANDARD DETAIL NO. 02660-12/13 UTILITY KEY NOTES INSTALL ±142 LF OF 4" DUCTILE IRON DOMESTIC WATER SERVICE AT 6.5' MINIMUM BURY DEPTH. SEE PLUMBING PLANS CONTINUATION INTO BUILDING. INSTALL ±284 LF OF 8" PVC SANITARY SEWER SERVICE AT 2% SLOPE. SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. INSTALL ±40 LF OF 8" PVC SANITARY SEWER SERVICE AT 2% SLOPE. SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING. PROPOSED ELECTRICAL AND GAS METER LOCATIONS. SEE MEP PLANS FOR CONTINUATION INTO BUILDING. PROPOSED TRANSFORMER. 1 2 3 4 12 3 EXISTING 8" WATER MAIN PROPOSED UNDERGROUND STORAGE CHAMBER SYSTEM (SEE C400) 5 5 8" 45° BEND & NEW CLEANOUT (TYP.) NEW 165 L.F. 8" SDR 35 PVC SANITARY SEWER AT 0.020 FT/FT EXISTING SSMHRIM=4852.33INV NW=4844.63INV E=4844.58 EXISTING SSMHRIM=4852.108" INV SE=4844.988" INV N=4845.03 CONTRACTOR TO CORE NEW 8" INV S= 4845.03 NEW 43 L.F. 8" SDR 35 PVC SANITARY SEWER AT 0.020 FT/FT NEW 24 L.F. 8" SDR 35 PVC SANITARY SEWER AT 0.020 FT/FT NEW 4" GATE VALVE 1 2 3 NEW 16 L.F. 8" SDR 35 PVC SANITARY SEWER AT 0.020 FT/FT 8" 22.5° BEND & NEW CLEANOUT (TYP.) NEW 76 L.F. 8" SDR 35 PVC SANITARY SEWER AT 0.020 FT/FT 2 8"x8" WYE INV=4850.21 44 RELOCATED JUNCTION CAN NEW TRANSFORMER FOR WEST ENTRY LIGHTS EXISTING ELECTRICAL BOX (TO REMAIN)EXISTING ELECTRICAL BOX (TO REMAIN) EXISTING ELECTRICAL BOX (TO BE RELOCATED) POINT OF CONNECTION TAP & SET 1" WATER METER, SEE L301 FOR CONTINUATION