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HomeMy WebLinkAbout17.0 LSMT_BZN_Civil_Site Plan 02 05 19 8F S S S S Y D H S S F F F F GAS B P B P B P B P BP BP BT BT WS WS WS WS WS D D D D bp bp bp bp bp bp H Y D H Y D H Y D H Y D W S O W S O W S O W S O S S S S S s s s s s s s s s s ss s s s s s s s s ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss 2" p v c ss 30 " a c 30" a c 20 " a c 20 " a c 20 " a c 20 " a c 20 " a c 20 " a c 8 " p v c 6" pvc 8 " p v c 8 " p v c 8" p v c 6" pvc ss s s 6" p v c 6" p v c wm wm w m w m w m w m w m w m w m w m w m w m wm wm wm wm wm wm wm wm wm w m wm w m w m w m w m w m w m w m w m w m wm wm W S O W S O wswsws ws 6" di 1" 1" 1" 1" 1" 12 " d i 12 " d i 12" d i 8" di 1 0 " d i 10 " d i 10 " d i 10 " d i 1 0 " d i 1 0 " d i 1 0 " d i 10 " d i 10" di Signal Panel ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng bp bp fo fo fo fo fo fo fo f o fo fo fo fo fo fo fo fo fo bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt b t b t b t bt b t b t b t bt bt bt b t b t b t b t bt bt b t bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt bt b t bt bt bt bt bt bt bt bt bt bt bt t v bp bp bp b p b p b p b p b p b p b p b p b p b p t v t v t v t v t v t v t v t v ng n g n g ng ng ng n g n g n g n g n g n g n g n g n g n g F R O N T A G E R O A D SP R I N G H I L L R O A D R E E V E S R O A D W PROPOSED HYDRANT LOCATION 4" SANITARY SEWER SERVICE 750 GAL SAND OIL INTERCEPTOR DOMESTIC WATER CONNECTION SEE 1/C301 FOR PROFILE RE: PLUMBING PLANS FIRE SERVICE CONNECTION SEE 2/C301 FOR PROFILE RE: PLUMBING PLANSGAS SERVICE CONNECTION POWER CONNECTION TELECOMMUNICATIONS CONNECTION VEN T U R E W A Y ST ST ST D D D D 70.00'' of 36" PERFORATED CMP @ 0.00% 9.80'' of 8" PVC @ 0.50% 10.04'' of 8" PVC @ 0.50% UTILITY LEGEND WS WS F ss ST GAS bp bt ng wm ©| ALL RIGHTS RESERVED ® DRAWN BY | REVISIONS CHECKED BY | LE S S C H W A B T I R E C E N T E R BO Z E M A N , M O N T A N A 5 9 7 1 8 11 0 0 R E E V E S R O A D SITE PLAN APPLICATION 02.05.2019 2019 1 C300 UTILITY PLAN NORTH 60'30'15'0 12.11.18 08:44 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC300.dwg C300 UTILITY PLAN WALKER GRAHAM DRY UTILITY NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL "DRY" UTILITIES (ELECTRIC, GAS, TELEPHONE) WITH SERVICE PROVIDERS. 2.REFER TO ELECTRICAL PLANS FOR ADDITIONAL CONDUIT AND SITE LIGHTING REQUIREMENTS. 3.REFER TO LANDSCAPE PLANS FOR IRRIGATION CONDUIT. 4.THE CONTRACTOR IS RESPONSIBLE TO CALL 811 OR JURISDICTION NOTIFICATION PROCESS AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS. WATER NOTES 1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT MONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS OR APPROPRIATE MASTER SPECIFICATION. 2.UNLESS OTHERWISE SPECIFIED, WATER LINES SHALL BE AWWA C900 PVC. ALL SERVICES AND CONNECTIONS SHALL HAVE A PRESSURE RATING OF 200 PSI AND CONFORM TO THE CURRENT MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS. 3.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLING, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS. 4.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS 6.0 FT. WHERE AT LEAST 6.0 FT OF COVER CANNOT BE MAINTAINED, INSTALL RIGID INSULATION BOARD ABOVE PIPING AS INDICATED ON PLANS. 5.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER MAINS. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER MAINS THAT CROSS. IMMEDIATELY NOTIFY ENGINEER OF CONFLICTS. 6.LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER APPURTENANCE ARE APPROXIMATE. PROVIDE ADEQUATE SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY. PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES. 7.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BILLINGS WATER SUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY. 8.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, & ADDENDUMS, CITY OF BOZEMAN MODIFICATIONS TO M.P.W.S.S. AND ALL OTHER GOVERNING AGENCIES' STANDARDS. 9.ALL FITTINGS SHALL BE MECHANICAL JOINT WITH CONCRETE THRUST BLOCKS MEETING CURRENT MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, & ADDENDUMS, CITY OF BOZEMAN MODIFICATIONS TO M.P.W.S.S. AND ALL OTHER GOVERNING AGENCIES' STANDARDS. 10.ALL DUCTILE IRON FITTINGS TO BE WRAPPED IN POLYWRAP. 11.PER THE CURRENT MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THE CONTRACTOR SHALL HAVE THE WATER MAIN WORK (ie. CUT, GATE VALVES & PIPE INSTALLATION) INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND OBSERVED BY A DESIGNATED OWNERS INSPECTOR. SEWER NOTES 1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENT MONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS OR APPROPRIATE MASTER SPECIFICATION. 2.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034, SDR 26. ALL SERVICES AND CONNECTIONS SHALL CONFORM TO THE CURRENT MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OF BILLINGS MODIFICATIONS. 3.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS. 4.PER CURRENT MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THE CONTRACTOR SHALL HAVE THE SEWER WORK INSPECTED AND TESTED PER DEQ PROCEDURES AND OBSERVED BY A DESIGNATED OWNERS INSPECTOR. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO FINAL SURFACE RESTORATION. 5.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPES IN ACCORDANCE WITH MPWSS & COB SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6.SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT MONTANA PUBLIC WORK STANDARDS AND ANY APPLICABLE CITY OF BILLINGS STANDARDS. 7.AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTION TESTING OF SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTING SHALL BE CONDUCTED NO MORE THAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED AND COMPACTED. 8.PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES. 9.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF ANY EXISTING AND PROPOSED UTILITY. UTILITY LEGEND EXISTING WATER MAIN PROPOSED DOMESTIC WATER SERVICE PROPOSED STORM DRAIN PROPOSED GAS LINE EXISTING BURIED POWER PROPOSED FIRE SERVICE EXISTING BURIED TELEPHONE WATER VALVE FIRE HYDRANT EXISTING SANITARY SEWER MAIN EXISTING GAS LINE