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HomeMy WebLinkAbout081.01 C405_OffsiteUtilityPlanTV WV WV WV DYH S 8S8S8S8SDYH8W8W8W8W8WWSE E EBPBPBP BP BP BPBPBPBPBP BP BP BP BP BP BPBPBPBPUTIL UTILUTILUTIL FIREFIREWS8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WFIRE FIREWS PROPOSED BUILDING O PROPOSED BUILDING N CONNECT TO EXISTING 8" WATER MAIN USING NEW TEE AND ISOLATION VALVES OR TAPPING TEE PER COB REQ. SAW CUT EXST. CURB AND ASPHALT (APPROX.32 LF CUTTING / 128 SF REMOVAL) REPLACE ASPHALT AND CONCRETE TO MATCH EXST. PER COB REQUIREMENTS 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:\6475\005 - BUFFALO RUN - SITE PLAN\ACAD\SHEETS\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/27/2022 REVISIONS 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 THE HOMESTEAD AT BUFFALO RUN BOZEMAN MONTANA OFFSITE UTILITY PLAN (5 OF 5) 6475.005 22 C405 DAH LRH MEE 07/2022 30 6015300 SCALE IN FEET SITE PLAN SUBMITTAL - REV 3 07/2022 MATCH LINE C404 Know what's below. before you dig.Call R 07/26/2022 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (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 C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS. 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.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL) DUPLEX = 1.25"; COMMUNITY CENTER = 2"; BUILDINGS A-F & H = 4"; BUILDINGS G, J, K, L &N = 2"; BUILDINGS I, M, & O = 1.25" GENERAL NOTES: 8" WATER MAIN SEE SHEET C1009 SAW CUT EXST. SIDEWALK ASPHALT (APPROX.6 LF CUTTING / 48 SF REMOVAL) REPLACE SIDEWALK PER COB REQ.EXISTING PA R K PRESERVE EXST. BURIED POWER MEAH LANE S 31ST AVEEXST. 60' EASEMENT INSTALL TRENCH PLUG