HomeMy WebLinkAboutWILLOX FARM - PDP220008 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANS (2)WTESTSTACONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRW
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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 EXISTINGWATER & IRRIGATION METERSHANSON WILLIAMA/ MERIAM PSheetWILLOX 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 36U4UTILITY PLAN9 KEYMAPTC.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
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
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XXh2oSSMH A2STA 12+36.05N: 137106.84E: 192203.85SSMH A7STA 21+94.91N: 137946.83E: 191872.72SSMH A6STA 20+75.19N: 137827.21E: 191867.69SSMH A5STA 18+96.89N: 137695.95E: 191988.36SSMH A4STA 16+85.97N: 137485.22E: 191979.50SSMH A3STA 14+30.91N: 137245.68E: 192067.13EX-SSMH ASTA 10+00.00N: 137014.98E: 192421.2965.99 LF 12" PVC @ 1.94%170.06 LF12" PVC@ 0.22%255.06 LF 12" PVC @ 0.22%210.92 LF12" PVC@ 0.22%178.30 LF 12" PVC @ 0.22%119.73 LF12" PVC@ 0.22%196.55 LF12" PVC@ 0.22%194.86 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 10+65.99N: 137040.66E: 192360.5040' UTILITYEASEMENT4960496549704975498049854990499550004960496549704975498049854990499550009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00SSMH A5STA 18+96.89RIM 4981.2±INV. IN 4977.84 (NW)INV. OUT 4977.64 (S)SSMH A4STA 16+85.97RIM 4981.8±INV. IN 4977.18 (N)INV. OUT 4976.98 (S)
SSMH A1
STA 10+65.99
RIM 4980.3±
INV. IN 4975.21 (NW)
INV. OUT 4975.01 (SE)
SSMH A3
STA 14+30.91
RIM 4981.5±
INV. IN 4976.42 (N)
INV. OUT 4976.22 (SE)
EX-SSMH A
STA 10+00.00
RIM 4979.4±
INV. IN 4973.73 (NW)65.99 LF 12" PVC @ 1.94%170.06 LF 12" PVC @ 0.22%194.86 LF 12" PVC @ 0.22%255.06 LF 12" PVC @ 0.22%210.92 LF 12" PVC @ 0.22%SSMH A2
STA 12+36.05
RIM 4980.8±
INV. IN 4975.79 (NW)
INV. OUT 4975.59 (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+43.06INV.=4970.128" PVC STORMSTA.=11+94.08INV.=4977.248" PVC STORMSTA.=12+00.44INV.=4977.1236" AB WATERSTA.=10+88.92TOP=4974.99SheetWILLOX 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 KEYMAPTC.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
WTESTSTA CONTROLIRR CONTROLIRR
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XXh2oS178.30 LF 8" PVCN42°35'36"W113.59 LF 8" PVCN02°24'24"ESTA. 20+98.8945.00° BEND w/ MRJN:137830.93E:191877.85STA. 22+12.4922.50° BEND w/ MRJN:137944.42E:191882.62PROPOSED 40'UTILITY EASEMENT80.00 LF 8" PVCN02°24'24"E133.07 LF 8" PVCN02°24'24"ESTA. 19+20.5945.00° BEND w/ MRJN:137699.67E:191998.53STA. 17+87.521 - 8" GV w/ MRJN:137566.72E:191992.94137.30 LF 8" PVCN24°54'24"E27.74 LF 8" PVCN89°33'35"W3.95 LF 8" PVCN67°03'35"W50.26 LF 8" PVCN67°03'35"W7.86 LF 8" PVCN67°03'35"W32.14 LF 8" PVCN67°03'35"W190.70 LF 8" PVCN44°33'35"WSTA. 10+47.72BEGIN LOWERINGN:137033.40E:192411.18STA. 10+59.98BEGIN CASINGN:137035.01E:192399.23STA. 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+65.9222.50° BEND w/ MRJN:137115.27E:192209.58STA. 14+56.6222.50° BEND w/ MRJN:137251.15E:192075.78STA. 17+07.5222.50° BEND w/ MRJN:137486.79E:191989.58STA. 10+56.0322.50° BEND w/ MRJN:137033.47E:192402.878.31 LF 8" PVCN89°33'35"W115.68 LF 8" PVCN67°03'35"W250.91 LF 8" PVCN20°05'36"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"WPROPOSEDWATER METERPROPOSEDIRRIGATION METERPROPOSEDFIRE HYDRANTPROPOSED 12" PVCSANITARY LINEEXISTING 36" WATER MAIN(ANHEUSER-BUSH)PROPOSED INVERTED SIPHON STORM/IRRIGATIONSANITARY SEWER ASEE SHEET SS1COFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)TEST STATION4955496049654970497549804985499049954955496049654970497549804985499049959+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+65.9
0.7° DEFLECTION
T.O.P.=4973.92
STA. 20+98.8945.00° BENDT.O.P.=4978.00STA. 17+87.521 - 8" GVT.O.P.=4977.19STA. 19+20.5945.00° BENDT.O.P.=4977.53
STA. 14+56.62
22.50° BEND
T.O.P.=4976.25
STA. 10+59.98
BEGIN CASING
T.O.P.=4968.09
STA. 11+10.24
END CASING
T.O.P.=4968.09
STA. 11+18.10
END LOWERING
T.O.P.=4973.94
STA. 12+65.92
22.50° 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. 17+07.5222.50° BENDT.O.P.=4976.98
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.=4974.3953.8' DEF.STA. 14+29.70
T.O.P.=4975.98
STA. 14+83.54
T.O.P.=4976.39
(@ 0.2°)36" WATERSTA.=10+96.17TOP=4974.83BOP = 4971.738" PVC STORMSTA.=12+15.64INV.=4977.158" PVC STORMSTA.=12+13.11INV.=4977.188" PVC STORMSTA.=12+11.22INV.=4977.3030" RCP STORMSTA.=10+71.60INV.=4970.1250.26 LF 14" STAINLESS STEEL CASING8" PVC18"8" PVC STORMSTA.=12+17.58INV.=4977.19EXISTINGGROUNDPROPOSEDGROUNDSheetWILLOX 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 36WT1PLAN & PROFILE
WATER LINE A12 ( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:WATER LINE ASTAMATCH LINE SEE SHEET 21+50WT2
KEYMAPTC.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 CABLECTVLINEMATCHSTA21+50NORTHWT1WT2
WWTWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXX
XXXXXXXXXXXXXXXXXXUDUD
0.4%0.6%1.0%0.5%22.8%8.4%3.4%0.4%0.4%14.3%22.0%21.6%EXISTING 20'DRAINAGE EASEMENTEXISTING 10'UTILITY EASEMENT57'ROW57'ROW30'-30'-30'-57'ROW30'-57'ROW30'-57'ROW30'-9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED SIDEWALK CHASEPROPOSED CONCRETECULVERTSAINT THERESE STREET
SAINT JOESPH STREET O'BOYLE AVENUEO'BOYLE AVENUESAINT FRANCIS STREET5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALKPROPOSED PONDPROPOSED RAINGARDENPROPOSED RAIN GARDENUNDER DRAIN9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT PITT, JEANGBP LLCPEREZ DANIEL A.PROPOSED 8'CONCRETE TRAILPROPOSED 8'CONCRETE TRAILPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSA2A2A4A4A3A3POND 1100-YR DETENTION VOLUME = 2.20 AC-FT100-YR WSEL=4984.47IRRIGATION VOLUME= 4.90 AC-FTMAX. IRRIGATION WSEL=4982.61MIN. PERMANENT WSEL=4981.70PROPOSED PONDOUTLET STRUCTUREPROPOSED PONDOUTLET PIPE6' UTILITY EASEMENT
6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT
6' UTILITY EASEMENT PROPOSED SINGLECOMBINATION INLETLOT 8LOT 7LOT 11LOT 10LOT 9LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 12LOT 11LOT 8LOT 13LOT 9LOT 7LOT 1LOT 1LOT 3LOT 8LOT 10LOT 9LOT 7LOT 6LOT 1LOT 2LOT 4LOT 5TRACT ADE,UE,AETRACT DBLOCK 3BLOCK 6BLOCK 2LOT 14LOT 6LOT 14LOT 13LOT 12PROPOSED SINGLECOMBINATION INLET20.20' UTILITY EASEMENT15' UTILITY EASEMENT20.22' UTILITY EASEMENT15' UTILITY EASEMENTDOG PARKSheetWILLOX 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 36G2GRADING PLAN16 KEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10PROPOSED ASPHALT REPAVINGPROPOSED CONCRETE REPAVINGMATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G1G1G2G3G4CALL 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
TESTSTAXXXXXXB MX X X X X X X X X XXXXXXXXXXXXXXXXXXXPROPOSED EXTENSION OFEXISTING 8" STORM LINESCITY OF FORT COLLINSCITY OF FORT COLLINSPEREZ DANIEL A.HICKORY STREET40' UTILITYEASEMENT40' ROW20' UTILITY EASEMENT50' TEMP CONSTRUCTION EASEMENTCOFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)PROPOSED INVERTED SIPHON STORM/IRRIGATIONBASKETBALL COURTSEXISTINGPLAYGROUNDBASEBALL DIAMONDSOFT GOLD PARKREBUILD APPROXIMATELY51' OF 18" VERTICAL CURB & GUTTERREBUILD APPROXIMATELY34' OF 18" VERTICAL CURB & GUTTERHANSON WILLIAMA/ MERIAM PPROPOSED 8'CONCRETE TRAILRE-PAVE APPROPRIATELY5752 SF OF ASPHALTREPLACE APPROXIMATLEY77 SF OF SIDEWALKREBUILD APPROXIMATELY10' OF 18" VERTICAL CURB & GUTTERSheetWILLOX 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 36G4GRADING PLAN18 KEYMAPTC.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETNORTH( IN FEET )1 inch = ft.Feet040404080120PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1.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 COMMENCINGNEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALLUNKNOWN UNDERGROUND UTILITIES.2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FORBENCHMARK REFERENCES.4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS AREFINISHED GRADE ELEVATIONS.5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITHDIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALLMINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONSAND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDINGCODE REQUIREMENTS.NOTES:PROPOSED STORM INLET2.0%(47.45)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYALOT TYPELEGEND:PROPOSED GRADE BREAKSWALE SECTIONSSWALE SUMMARY TABLESWALE IDMIN DMIN TWS1 (n:1)BWS2 (n:1)QA1 - A10.4012.308.02.017.03.36A2 - A20.7011.006.02.07.07.19A3 - A30.609.408.02.04.05.43A4 - A40.7014.907.02.012.09.10PROPOSED ASPHALT REPAVINGPROPOSED CONCRETE REPAVINGMATCH LINE - SEE SHEET G3G1G2G3G4CALL 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