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HomeMy WebLinkAboutC300OverallUtility_06092021PPPPPSSSSSSSSSSSSSSPPPPSSSSSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS1324511GASohohohohbtbtbtugugugugugugCsssssssswmwmwmwmwmwmwmCbpYELLOWSTONE MEMORIAL LLCPARCEL 1 & 2, & TRACT C - CERTIFICATE OF SURVEY 2581NELSON ROAD LLC - TRACT 1A - CERTIFICATE OF SURVEY 1372A30' DEDICATED ROW - NELSON MEADOWS SUBDIVISIONLIFT STATIONTRACTNELSONMEADOWSSUB.BARTIMCO PROPERTIES, LLCLOT 26, BLOCK 7NELSON MEADOWS SUBDIVISIONBURLINGTON NORTHERN RAILROADRIGHT-OF-WAYFRONTAGE ROADCERTIFICATE OF SURVEY2332 & 2952wmwmwmwm w m w m w m wmwmwmwmwmsswmwmwmwmssssssssssssststststststststststst stN88°57'33"E 600.74' (R-600.80')S6°33'44"E 446.65' (R-446.51')N89°06'33"W 62.16'S37°21'59"W 382.82' ( R - 3 8 2 . 6 9 ' )N53°27'02"W 246.86'(R1-246.90')(R-682.82')N0°39'01"E 682.68'357.73' (R-357.85')324.95' (R-324.97')35.43'40.00'40.00'34.00'313.39'34.00'LOT 1ABLOCK 6NELSON MEADOWS SUBDIVISION9.282 Ac.404,304 Ft²BARTIMCO PROPERTIES, LLCLOT 2, BLOCK 5NELSON MEADOWS SUBDIVISIONBARTIMCO PROPERTIES, LLCLOT 16, BLOCK 4NELSON MEADOWS SUBDIVISIONS 01°37'56" W; 14.82'S 41°49'14" W; 8.30'S 83°01'45" W; 14.92'L = 1 6 8 .1 5,R=18 0.00D = 5 3 ° 3 1 ' 2 8"ROYAL WOLF WAYROYAL WOLF WAYPRIN C E L A N E PRINCE LANE### ### ## # ### ## # ###### ## #PROPOSEDBUILDING35,100 SFFFE = 4596.00######### ## # ### ## #XXXXXXXXXXXXXXXXXXXXXXX ###SSSSSSS SS W S W S F F FCOMM COMMBTBTBTBTBTBTBPBPBPBPGASGASGAS20.00PUE37.2320.00PUE10.00PUE25.00PUBLIC TRAILEASEMENT20.00PUE DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANASITE PLAN SUBMITTAL04.21.20212021Know what'sbelow.Callbefore you dig.6/9/2021 11:09 AM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C300.dwgC300OVERALLUTILITY PLANSCHLEGEL1 06.09.2021 SITE PLAN 01WHITEWATER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THECURRENT CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY, CITY OFBOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTHEDITION, PROJECT SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCIES' STANDARDS.2.UNLESS OTHERWISE SPECIFIED, WATER LINES 4" AND GREATER SHALL BE CLASS 51 DUCTILEIRON. SIZES SMALLER THAN 4" SHALL BE TYPE K COPPER WITH A PRESSURE RATING OF 200PSI AND CONFORM TO THE CITY OF BOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS SIXTH EDITION AND PROJECT SPECIFICATIONS.3.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLING, AND SPOOL PIECESFOR CONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALLREQUIRED COMPONENTS FOR MAKING THE CONNECTIONS.4.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS 6.5 FT. WHERE ATLEAST 6.5 FT OF COVER CANNOT BE MAINTAINED, INSTALL RIGID INSULATION BOARD ABOVEPIPING AS INDICATED ON PLANS.5.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TOOUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEENALL WATER AND SEWER LINES. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURETHAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWERLINES THAT CROSS. IMMEDIATELY NOTIFY UPS PROJECT ENGINEER OF CONFLICTS.6.LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER APPURTENANCE ARE APPROXIMATE.PROVIDE ADEQUATE SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY. PROVIDEAS-BUILT LOCATIONS FOR ALL FIXTURES.7.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER SUPPLYSHALL BE OPERATED BY CITY PERSONNEL ONLY.8.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH THE CITY OFBOZEMAN AND ALL OTHER GOVERNING AGENCIES' STANDARDS.9.ALL FITTINGS SHALL BE MECHANICAL JOINT WITH CONCRETE THRUST BLOCKS MEETINGCITY OF BOZEMAN AND ALL OTHER GOVERNING AGENCIES' STANDARDS.10.ALL DUCTILE IRON FITTINGS TO BE WRAPPED IN POLYWRAP.11.CONTRACTOR RESPONSIBLE FOR FULL WINTERIZATION OF WATER LINES IN COORDINATIONWITH UPS PROJECT ENGINEER UNTIL FULL COMPLETION OF PROJECT.SEWER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THECURRENT CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS POLICY, CITY OFBOZEMAN MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SIXTHEDITION, PROJECT SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCIES' STANDARDS.2.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCEWITH ASTM D-3034, SDR 26. ALL SERVICES AND CONNECTIONS SHALL CONFORM TO THECITY OF BOZEMAN STANDARDS.3.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANYAPPLICABLE CITY OF BOZEMAN MODIFICATIONS.4.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FORTESTING ALL UTILITY PIPES IN ACCORDANCE WITH MPWSS & COB SPECIFICATIONS. COST OFALL TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.5.SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENTMONTANA PUBLIC WORK STANDARDS AND ANY APPLICABLE CITY OF BILLINGS STANDARDS.6.AT THE DISCRETION OF THE UPS PROJECT ENGINEER, THE CONTRACTOR SHALL CONDUCTDEFLECTION TESTING OF SANITARY SEWER PIPES BY PULLING AN APPROVED MANDRELTHROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETEROF THE MANDREL SHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTING SHALL BECONDUCTED NO MORE THAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED ANDCOMPACTED.7.PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH ANDCLEAN ALL SEWER PIPE AND MANHOLES.8.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF ANY EXISTING AND PROPOSEDUTILITY.DRY UTILITY NOTES1.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 LIGHTINGREQUIREMENTS.3.REFER TO LANDSCAPE PLANS FOR IRRIGATION CONDUIT.4.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKINGDAYS PRIOR TO ANY EARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.AS-BUILT DRAWINGS:CONTRACTOR TO PROVIDEAS-BUILT DRAWINGS OFALL BURIED UTILITIES UPONCOMPLETION OF PROJECT.1C300OVERALL UTILITY PLANNORTH02550100SCALE: 1" = 50'EXISTING 4" 6" WATER SERVICE LINESTO BE DISCONNECTED AND CAPPEDAT THE TEE OFF OF THE WATER MAIN.COORDINATE WITH COB WATERDEPARTMENT TO DEPRESSURIZEWATER MAIN PRIOR TO CUT & CAPWESTERLY EDGE OF100' YELLOWSTONEPIPELINE ROWSANITARY SEWERSERVICE.SEE C302EXISTING 6" PVCSEWER SERVICEEXISTING 6" D.I.WATER SERVICEAND GATE VALVEEXISTING 4" D.I.WATER SERVICEAND GATE VALVEEXISTING BURIEDPOWER LINEEXISTING FIRE HYDRANTEXISTING FIRE HYDRANTEXISTING UNDERGROUND GAS PIPELINEEXISTING 16" D.I.WATER MAINEXISTING 16" D.I. WATER MAINEXISTING 8" PVCSANITARY SEWER MAINEXISTING 24" HP STORM SEWER MAINEXISTING 8" PVC SANITARY SEWER MAINEXISTING 8" D.I. WATER MAINFIRE AND DOMESTICSERVICES.SEE C301.NEW TRANSFORMERAND DRY UTILITIES.SEE C3031. CONTRACTOR SHALL COORDINATE WITH THE UPS PROJECT ENGINEER AND THE CITY OF BOZEMANFOR A PRE-CONSTRUCTION MEETING WITH ALL APPROPRIATE MATERIAL SUBMITTAL INFORMATIONPRIOR TO COMMENCING ANY WATER OR SEWER UTILITY WORK.GENERAL NOTESFIRE DEPARTMENTCONNECTION (FDC)EXISTING FIRE HYDRANTIRRIGATION LINE.SEE LANDSCAPINGPLANSPROVIDE SLEEVING FORIRRIGATION. SEELANDSCAPE PLANS1