HomeMy WebLinkAboutWILLOX FARM - PDP220008 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANSWTESTSTACONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRW
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8" PVC WATER SANITARY SEWER ASEE SHEET SS1SANITARY SEWER ASEE SHEET SS1WATER LINE ASEE SHEET WT140' ROW20' UTILITY EASEMENT50' TEMP CONSTRUCTION EASEMENTCOFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)TEST STATIONCOFC CATHODIC PROTECTIONTEST STATION ON CONCRETE PADRELOCATE EXISTING34" DOMESTIC WATER METERHANSON WILLIAMA/ MERIAM PUTILITY EASEMENT(WIDTH VARIES)RELOCATE EXISTING2" IRRIGATION WATER METEREXISTINGSANITARY SEWERPROPOSEDCULVERT EXISTING WATERSERVICESheetWILLOX FARM These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120NOTES:EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTV1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIESWATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NOMECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESSSPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMALDEFLECTIONS.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIRSTANDARDS.9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.PROPOSED UNDER GROUND ELECTRIC UGEUGEEXISTING EDGE OF ASPHALTPROPOSED EDGE OF ASPHALT/ / / / / / / /EXISTING GAS METEREXISTING WATER METEREXISTING MAIL BOXMMATCH LINE - SEE SHEET U3U1U2U3U4CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
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XXh2o SSMH A2STA 13+66.33N: 137211.29E: 192161.19SSMH A7STA 22+10.67N: 137946.83E: 191872.72SSMH A6STA 20+99.36N: 137835.62E: 191868.04SSMH A5STA 19+19.72N: 137708.18E: 191994.64SSMH A4STA 16+63.93N: 137452.41E: 191990.44SSMH A3STA 16+00.45N: 137393.58E: 192014.28EX-SSMH ASTA 10+00.00N: 137014.98E: 192421.29179.18 LF 12" PVC @ 0.84%187.15 LF12" PVC@ 0.22%63.48 LF 12" PVC @ 0.22%255.80 LF12" PVC@ 0.22%179.64 LF 12" PVC @ 0.22%111.31 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%234.12 LF 12" PVC @ 0.22%PROPOSED6" SANITARY SERVICE:S=1.0%; IN. EL.=4978.85COFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)TEST STATIONCOFC CATHODIC PROTECTIONTEST STATION ON CONCRETE PADSSMH A1STA 11+79.18N: 137043.67E: 192244.42UTILITY EASEMENT(WIDTH VARIES)EXISTING WATERSERVICE4960496549704975498049854990499550004960496549704975498049854990499550009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00SSMH A5STA 19+19.72RIM 4982.5±INV. IN 4977.87 (NW)INV. OUT 4977.68 (S)SSMH A4STA 16+63.93RIM 4981.1±INV. IN 4977.11 (N)INV. OUT 4976.91 (S)
SSMH A1
STA 11+79.18
RIM 4980.2±
INV. IN 4975.44 (NW)
INV. OUT 4975.24 (E)
SSMH A3STA 16+00.45RIM 4981.1±INV. IN 4976.77 (N)
INV. OUT 4976.57 (SE)
EX-SSMH A
STA 10+00.00
RIM 4979.4±
INV. IN 4973.73 (W)179.18 LF 12" PVC @ 0.84%187.15 LF 12" PVC @ 0.22%234.12 LF 12" PVC @ 0.22%63.48 LF 12" PVC @ 0.22%255.80 LF 12" PVC @ 0.22%SSMH A2
STA 13+66.33
RIM 4980.4±
INV. IN 4976.05 (NW)
INV. OUT 4975.85 (SE)EXISTINGGROUNDPROPOSEDGROUNDSANITARY SEWER JOINTS SHALL BE WRAPPED WITHBUTYL ADHESIVE TAPE WITHIN 10' OF THE WATER MAINOR STORM DRAIN PER FCU WATER, WASTEWATER,STORM WATER DEVELOPMENT CONSTRUCTIONSTANDARDS. SANITARY SEWER SEWER MAIN SHALL BEINSTALLED SUCH THAT A JOINT IS NOT DIRECTLYABOVE THE WATER MAIN OR STORM DRAIN.30" RCPSTA.=10+48.28INV.=4970.1236" AB WATERSTA.=11+89.19TOP=4974.9918" PVC STORMSTA.=12+29.77INV.=4972.44SheetWILLOX FARM These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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of 36SS1PLAN & PROFILE
SANITARY LINE A10 KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREET( IN FEET )1 inch = ft.Feet0505050100150SS1SS2PROFILE SCALE:LINEMATCH STA19+50
SANITARY LINE ASTAMATCH LINE SEE SHEET 19+50SS2
EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL SANITARY CONSTRUCTION SHALL BE CITY OF FORT COLLINS, LATEST EDITION.3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IFNECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATEDWITHIN VEHICLE OR BICYCLE WHEEL PATHS.4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.WEXISTING STORM SEWERSPROPOSED SEWER SERVICEEXISTING SANITARY SEWERSSPROPOSED AREA STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYWEASEMENT LINEPROPOSED RIGHT OF WAYPROPOSED COMBO STORM INLETPROPOSED TYPE-R STORM INLETPROPOSED WATER SERVICENORTHCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallR
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XXh2o S179.48 LF 8" PVCN44°48'35"W104.95 LF 8" PVCN02°24'24"ESTA. 21+01.200.00° BEND w/ MRJN:137839.56E:191878.22STA. 22+06.1522.50° BEND w/ MRJN:137944.42E:191882.62UTILITY EASEMENT(WIDTH VARIES)142.42 LF 8" PVCN00°56'25"ESTA. 19+21.7145.00° BEND w/ MRJN:137712.23E:192004.71137.30 LF 8" PVCN24°54'24"E27.74 LF 8" PVCN89°33'35"W50.26 LF 8" PVCN67°03'35"W7.86 LF 8" PVCN67°03'35"W32.14 LF 8" PVCN67°03'35"WSTA. 10+47.72BEGIN LOWERINGN:137033.40E:192411.18STA. 11+10.24END CASINGN:137054.60E:192352.95STA. 11+18.10END LOWERINGN:137057.66E:192345.71STA. 11+50.241 - 8" GV w/ MRJN:137070.19E:192316.11STA. 12+36.0745.00° BEND w/ MRJN:137103.64E:192237.07STA. 10+56.0322.50° BEND w/ MRJN:137033.47E:192402.878.31 LF 8" PVCN89°33'35"W85.82 LF 8" PVCN67°03'35"WSTA. 10+00.00CONNECT TO EXISTINGWATER LNE1 - 8" GV w/ MRJN:137033.04E:192458.90STA. 10+19.988"x6" TEE w/ MRJ1 - 8" GV (W)1 - 6" GV (S)1 - FH ASSEMBLY (S)N:137033.19E:192438.9219.98 LF 8" PVCN89°33'35"WPROPOSED 34" DOMESTICWATER METERPROPOSED 2"IRRIGATION METERPROPOSEDFIRE HYDRANTEXISTING 36" WATER MAIN(ANHEUSER-BUSH)PROPOSED INVERTED SIPHON STORM/IRRIGATIONSANITARY SEWER ASEE SHEET SS1COFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)TEST STATION13.10 LF 8" PVCN22°03'35"W274.89LF8"PVCR=700.00'89.63 LF 8" PVCN44°33'35"W50.04 LF 8" PVCN22°03'35"W115.57 LF 8" PVCN00°56'25"ESTA. 16+13.6922.50° BEND w/ MRJN:137407.90E:192019.27STA. 16+63.7322.50° BEND w/ MRJN:137454.28E:192000.48STA. 17+79.301 - 8" GV w/ MRJN:137569.83E:192002.37EXISTING WATERSERVICE4955496049654970497549804985499049954955496049654970497549804985499049959+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+508" PVC8" PVC8" PVC8" PVCSTA. 11+18.1
45° VERTICAL BEND
T.O.P.=4973.94
STA. 10+54.0
45° VERTICAL BEND
T.O.P.=4968.09
STA. 11+12.2
45° VERTICAL BEND
T.O.P.=4968.09
STA. 10+47.7
45° VERTICAL BEND
T.O.P.=4974.39
STA. 12+36.1
0.5° DEFLECTION
T.O.P.=4973.92
STA. 21+01.2045.00° BENDT.O.P.=4977.96STA. 19+21.7145.00° BENDT.O.P.=4977.45
STA. 11+10.24
END CASING
T.O.P.=4968.09
STA. 11+18.10
END LOWERING
T.O.P.=4973.94
STA. 12+36.07
45.00° BEND
T.O.P.=4973.92
STA. 11+50.24
1 - 8" GV
T.O.P.=4973.94
STA. 10+47.72
BEGIN LOWERING
T.O.P.=4974.39
STA. 10+56.03
22.50° BEND
T.O.P.=4968.09
STA. 10+00.00
CONNECT TO EXISTING
WATER LINE
1 - 8" GV w/ MRJ
T.O.P.=4974.39
STA. 10+19.98
8"X6" TEE w/ MRJ
1 - 8" GV (W)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
T.O.P.=4974.39
STA. 16+63.73
22.50° BEND
T.O.P.=4976.72
STA. 17+79.301 - 8" GV w/ MRJT.O.P.=4977.04
STA. 16+13.69
22.50° BEND
T.O.P.=4976.57
STA. 10+59.98
<edit>° BEND
T.O.P.=4968.09
STA. 12+49.17
BEGIN HORIZONTAL
DEFLECTION
T.O.P.=4974.03
STA. 15+24.06
END HORIZONTAL
DEFLECTION
T.O.P.=4976.3029.6' DEF.STA. 15+09.93
T.O.P.=4976.20
STA. 15+39.50
T.O.P.=4976.36
(@ 0.2°)36" WATERSTA.=10+96.38TOP=4974.83BOP = 4971.7330" RCP STORMSTA.=10+71.60INV.=4970.1250.26 LF 14"STAINLESS STEEL CASING8" PVC18"EXISTINGGROUNDPROPOSEDGROUND8" PVC WATERSTA.=12+17.58TOP=4977.888" PVC WATERSTA.=12+15.64TOP=4977.848" PVC WATERSTA.=12+13.11TOP=4977.878" PVC WATERSTA.=12+11.22TOP=4977.98SheetWILLOX FARM These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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WATER LINE A12 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 21+50WT2
KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES, WATER &WASTE WATER DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCEBETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS ORDEFLECTIONS.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIRSTANDARDS.10.ALL WATER SERVICES SHALL BE 34" UNLESS OTHERWISE NOTED.11.PVC - PIPE JOINT DEFLECTION FOR PVC PIPE SHALL NOT EXCEED 1 DEGREE PERSECTION OF PIPE. BENDING OF THE PIPE IS NOT ALLOWED.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVLINEMATCH STA21+50NORTHWT1WT2