HomeMy WebLinkAbout10 C300E OVERALL UTILITY PLAN SITE PLAN PACKAGE 'E'8" PVC8" PVC8"8" PVC8" PVC8" PVC8" PVC 8" PVC
8" PVC
15" PVC 15" PVC 15" PVC 15" PVCohohohohohohohoh oh oh ohstststststst
stst5/8" Dia. Rebargas gas gas gas gas gas gasgasgasgasgasgasgasgasbpbp
bpbpbpststststbtbt
btbt bt bt bt bt bt bt
wm wm wm wm wm
w
m
w
m
wm wm wmwmwmwmwmwmwmwm
wmwmwmwmwmst
st
LOT 2OPEN SPACE LOT 1STORM WATERFACILITY EASEMENTRim=4853.65Inv Out(S)=4848.60Rim=4854.75Inv In(N)=4848.09Inv Out(SW)=4848.00Rim=4856.93Inv In(NE)=4847.09Inv Out(S)=4846.98Rim=4860.48Inv In(E)=4845.89Inv In(S)=4845.98Inv In(N)=4845.96Inv Out(W)=4845.89Rim=4857.85Inv In(E)=4844.98Inv In(S)=4844.98Inv In(N)=4845.00Inv Out(W)=4844.82Rim=4857.18Floor=4851.73Rim=4855.99Floor=4852.88Rim=4855.38Floor=4849.38Rim=4854.62Inv In(E)=4849.00Inv Out(W)=4849.19Top of Weir=4849.51Rim=4855.62Inv In(E)=4853.12Inv Out(W)=4853.02Rim=4855.94Floor=4851.69Rim=4849.48Inv In(E)=4845.65Inv Out(W)=4845.33Top of Weir=4847.53Floor=4843.88Rim=4851.11Inv In(E)=4848.16Inv Out(W)=4848.03Floor=4846.61Rim=4852.05Floor=4846.85Rim=4852.14Floor=4848.24YPC on 5/8"Illegible Cap4" Dia. Gas ConduitGas LineIndicator PostGas LineIndicator PostGas LineIndicator PostGas LineIndicator PostGas LineIndicator Postwmwmwmwmwm
wm ststst st8"8"8"8"8"8"8"8"
8"
8"18" RCP18" RCP15"15"15" HDPE15" HDPE15" HDPE15" HDPE15" HDPE
15"
H
D
P
E
st
15" HDPE LOT 2MINOR SUBDIVISION 454BLOT LMINOR SUBDIVISION 313wmwm15" HDPETruncated Dome(Typ.)8"ssssssststststst15" HDPE15" HDPEstXXXXXXXXXXXXXXXXSubsurface storm waterretention tank lays withinOpen Space Lot 3Subsurface storm waterretention tank lays withinOpen Space Lot 1Subsurface storm waterretention tank lays eastof Storm Drain Open Gratessssssssssssssssssssssssssss ss ss ss
ss
ss
ss
ss
ss ss ss ss ss ss ss ssssssssssOPEN SPACE LOT 3STORM WATERFACILITY EASEMENT8"
P
V
C
8" PVCwm
btbtbtbtbtbpbpbpbpbpwmUPUPCCCCCCCCCCCCCCCCCC
UP BUILDING #18APARTMENTTYPE A3,895 SFFFE = 4,853.43BUILDING #15APARTMENTTYPE C8,234 SFFFE = 4,854.76BUILDING #16
GARAGE
BUILDING #17
GARAGE
UPUPSSSSWMWMWM WMWMWMSSSSSSSSSSSFWSFFFFWSWSFFFFFWSWSWSWSWSFWSSSFFFFFFF
FFWSWSWSWSWSWSWSWSHYDWVWVWV WV
HYDWVPHBP BP BP BP BP BP BP
BP
BP
BP
BP
BP BPPHBP
BPBPBP PHBPBPBP
WVS WVWVWVWVWVWVWVWVWVWVUPUP
W
S WS
WSWSF
F
FFFSSFBP BP BP BP BP BP
BP
BP
BP
BP
BP BP BP
BPPHPHBPGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSSSSBPBPBPBP
BPBPBPBPBPBPBP BP BPBPBPBPNEW 30.0'PUBLIC UTILITYEASEMENT10.00PUENEW 30.0'PUBLIC UTILITYEASEMENT60.00ROW10.00PUE10.00PUE30.00ROW30.00
ROWSTSTSTABCD
ABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC3112 LOS FELIZ BOULEVARDBOISE, ID 847032023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONC300EOVERALL UTILITY PLANSITE PLAN PACKAGE 'E'1C300EOVERALL UTILITY PLANWATER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THECURRENT MONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMANMODIFICATIONS OR APPROPRIATE MASTER SPECIFICATION.2.UNLESS OTHERWISE SPECIFIED, WATER LINES SHALL BE CLASS 51 DUCTILE IRON INCONFORMANCE WITH AWWA C151. ALL SERVICES AND CONNECTIONS SHALL BE TYPE KCOPPER FOR UP TO AND INCLUDING 2" AND CLASS 51 DUCTILE IRON FOR LARGER THAN 2"WITH A PRESSURE RATING OF 175 PSI AND CONFORM TO THE CURRENT MONTANA PUBLICWORKS STANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OF BOZEMANMODIFICATIONS.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 MAINS. ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURETHAT 18 INCHES OF VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWERMAINS 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. 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 MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, & ADDENDUMS, CITYOF 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 MEETINGCURRENT MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, &ADDENDUMS, CITY OF BOZEMAN MODIFICATIONS TO M.P.W.S.S. AND ALL OTHER GOVERNINGAGENCIES' 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 & PIPEINSTALLATION) INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES AND OBSERVEDBY A DESIGNATED OWNERS INSPECTOR.SEWER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THECURRENT MONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMANMODIFICATIONS OR APPROPRIATE MASTER SPECIFICATION.2.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER SERVICE PIPE SHALL BE PVC INCONFORMANCE WITH ASTM D-3034, SDR 26 AND SEWER MAIN PIPE SHALL BE SDR 35. ALLSERVICES AND CONNECTIONS SHALL CONFORM TO THE CURRENT MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS.3.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANYAPPLICABLE CITY OF BOZEMAN MODIFICATIONS.4.PER CURRENT MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THECONTRACTOR SHALL HAVE THE SEWER WORK INSPECTED AND TESTED PER DEQPROCEDURES AND OBSERVED BY A DESIGNATED OWNERS INSPECTOR. MANHOLE TESTINGSHALL BE PERFORMED PRIOR TO FINAL SURFACE RESTORATION.5.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.6.SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENTMONTANA PUBLIC WORK STANDARDS AND ANY APPLICABLE CITY OF BOZEMAN STANDARDS.7.AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTIONTESTING OF SANITARY SEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THECOMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. THE DIAMETER OF THE MANDRELSHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTING SHALL BE CONDUCTED NO MORETHAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED AND COMPACTED.8.PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH ANDCLEAN ALL SEWER PIPE AND MANHOLES.9.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.0204080SCALE: 1" = 40'NORTHSITE PLANPACKAGE 'E'BOUNDARYOPEN SPACE LOT 1STORMWATERFACILITY EASEMENTSITE PLANPACKAGE 'F'BOUNDARYSITE PLANPACKAGE 'G'BOUNDARY