HomeMy WebLinkAboutWILLOX FARM - PDP220008 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSACKELSON CONNIE A.WWWWWWWTWSSWTTELECSSMSWWTSMMWMHYDFOFOWWXXXGGOHUOHUFOFOWWWWWWWWWWFOXGFOFOWG
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REMOVE EXISTING TREE/BUSHWETLANDBOUNDARYSHRUB &TREE BOUNDARYSOFT GOLD PARKBICYCLE COURSETRACK RULESSHRUB & TREEBOUNDARY (APPROXIMATE)CENTERLINE OFTWO TRACK DIRT ROADCENTERLINE OF TWOTRACK DIRT ROADCENTERLINE OF TWOTRACK DIRT ROADEXISTING NATURALAREA SIGNRESTROOMSEXISTING 6'CONCRETE TRAILTO BE REMOVED AND REBUILTREMOVE EXISTINGTREESEXISTING GAZEBOEXISTING 8' CRUSHERFINES PATHEXISTINGTREE (TYP.)EXISTING DOGPARK FENCEEXISTING 6'CONCRETE TRAILEXISTINGPEDESTRIAN RAMPEXISTING PEDESTRIAN RAMPEXISTING 8" PVCSTORM LINEFL = 4976.94FL = 4976.89FL = 4976.95FL = 4976.97FL = 4977.40FL = 4977.42FL = 4977.44FL = 4977.36EXISTING 30" RCPFL = 4975.55EXISTING 6'SIDEWALKEXISTING CITY OF FORT COLLINS"SOFT GOLD PARK" SIGNEXISTING UNDERGROUNDELECTRIC LINESEXISTING FENCEEXISTING 36" WATER MAIN(ANHEUSER-BUSH)EXISTING 8" WATER LINERELOCATE EXISTING FIRE HYDRANTREMOVE APPROXIMATELY 110' OF EXISTING 8" WATER LINE & 8" GATE VALVEEXISTING TREES (TYP.)PROPOSEDSAW CUTPROPOSEDSAW CUTPROPOSEDSAW CUTREMOVE EXISTINGCONCRETE TRAILREMOVE EXISTINGASPHALTREMOVE EXISTINGCRUSHER FINES TRAILREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE AND REPLACE APPROXIMATELY60' OF EXISTING DOG PARK FENCEREMOVE & RELOCATE EXISTINGWATER & IRRIGATION METERSPROPOSEDSAW CUTSheetWILLOX 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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EXISTING CONDITIONS &4CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0808080160240KEYMAPT
C.O.WEST WILLOX LANESOFTGOLD PARKHICKORY STREETOU1OU1MATCH LINE - SEE THIS SHEETMATCH LINE - SEE THIS SHEETEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING CABLECTVEXISTING FIBER OPTICFO1. 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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTINGSITE SURVEY.6.THERE SHALL BE NO EQUIPMENT, MATERIALS, OR ITEMS STORED ON A FORTCOLLINS PARKS TRAIL OR WITHIN THE TRAIL EASEMENT. IF THERE IS A NEED TOCLOSE A SECTION OF THE TRAIL FOR ANY REASON, A TRAFFIC CONTROL PLAN ISREQUIRED TO BE SUBMITTED AND APPROVED THROUGH TRAFFIC CONTROL. THEPARKS DEPARTMENT WILL SIGN OFF ON IT ONCE SUBMITTED. PLEASE KEEP THECLOSURES TO THE SHORTEST AMOUNT OF TIME DEPENDING ON WORK SCHEDULINGAND FLOW. PARKS DEPARTMENT PLANNING STAFF CAN HELP WITH ANY QUESTIONSYOU MAY HAVE REGARDING THESE STANDARDS. PLEASE CONTACT JILL WUERTZ(jwuertz@fcgov.com), 9704162062, OR PARKS PLANNING TECHNICIAN, AARON WAGNER(aawagner@fcgov.com) 9706820344, 413 S. BRYAN AVE, FORT COLLINS, CO 80521REGARDING THE PARKS’ DEPARTMENT’S INTEREST.7.THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL EASEMENT DURING THECONSTRUCTION PROCESS. IF IT IS DETERMINED THAT AN ENCROACHMENT ISREQUIRED, FOR ANY REASON, PLEASE CONTACT ONE OF THE ABOVE PARKSREPRESENTATIVES.EXISTING OVERHEAD UTILITYOHEOriginal Field Survery:Northern EngineeringProject No. 987-012Date: November 2019 (Additional May 2020)Additional Field Survey:Majestic SurveyingProject No. 2020351Date: April 2022SWEXISTING METAL FENCE POSTEXISTING WOOD FENCE POSTEarth Engineering Consultants, LLCPreliminary Subsurface Exploration ReportProposed Residential Development Willox FarmLarimer County, ColoradoEEC Project No. 1212027Date: May 6, 2021Additional Subsurface Exploration:Earth Engineering Consultants, LLCAdditional Subsurface Exploration / Geothechnical Engineering ReportProposed Willox Farm Residential Development(Larimer County Parcel #970220003)Larimer County, ColoradoEEC Project No. 1212027Date: April 13, 2022EXISTING CRUSHER FINES TRAIL (TO BE REMOVED)EXISTING CONCRETE TRAIL (TO BE REMOVED)EXISTING ASPHALT (TO BE REMOVED)
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SAINT JEROME STREET SAINT JOESPH STREETEXISTING 30' ROWEASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW57'ROW30'-30'-30'-CONNECT TO EXISTING12" DIP WATERLINEREMOVE STUBACKELSON CONNIE A.KAFKA, AMYPEREZ DANIEL A.PROPOSED8' CONCRETE TRAILLOT 2LOT 2LOT 5LOT 3LOT 1LOT 4LOT 6LOT 9LOT 7LOT 8LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 2LOT 6LOT 10LOT 1LOT 3LOT 8LOT 9LOT 12LOT 11LOT 4LOT 5LOT 7LOT 3LOT 5LOT 4LOT 1LOT 2BLOCK 1BLOCK 4BLOCK 5BLOCK 2TRACT CDETRACT ADE/UE/AETRACT ADE/UE/AETRACT BDE12" WATER (PVC)12" WATER (PVC)EXISTINGFIRE HYDRANTPROPOSEDWATER LINE CROSSINGEXISTING NoCO WATERLINE100' UNION PACIFICRAILROAD ROWEXISTING NoCO WATERLINESSMH A18SSMH A13-9SSMH A17SSMH A13-8SSMH A13-7SSMH A13-5SSMH A13-6SSMH A13-35' SIDEWALK5' SIDEWALK5' SIDEWALK
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9' UTILITY EASEMENT9' UTILITY EASEMENTWEST WILLOX LANE6' UTILITY EASEMENT6' UTILITY EASEMENT 6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT6' UTILITY EASEMENT84' ROW15' ROWSheetWILLOX 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 ASPHALTMATCH LINE - SEE SHEET U2U1U2U3U4CALL 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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SAINT JEROME STREET O'BOYLE AVENUEO'BOYLE AVENUESAINT FRANCIS STREETPROPOSEDFIRE HYDRANTEXISTING 20'DRAINAGE EASEMENTEXISTING 10'UTILITY EASEMENTPROPOSED POND OUTLET STRUCTUREPROPOSED RAIN GARDEN UNDER DRAIN57'ROW57'ROW30'-30'-30'-57'ROW30'-57'ROW30'-57'ROW30'-PROPOSEDFESPITT, JEANGBP LLCPEREZ DANIEL A.PROPOSEDFESPROPOSED8' CONCRETE TRAILPROPOSED8' CONCRETE TRAILPROPOSEDCULVERTLOT 3LOT 3LOT 4LOT 5LOT 6LOT 12LOT 11LOT 8LOT 13LOT 9LOT 7LOT 1LOT 8LOT 7LOT 8LOT 10LOT 9LOT 7LOT 6LOT 1LOT 2LOT 4LOT 5LOT 8LOT 7LOT 5LOT 6LOT 14LOT 12LOT 11LOT 10LOT 9LOT 13LOT 10LOT 1LOT 2BLOCK 3BLOCK 6BLOCK 2TRACT ADE/UE/AETRACT DTRACT ADE/UE/AEPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSEDTRANSFORMERPROPOSED SINGLECOMBINATION INLET8" PVC WATERPROPOSEDCULVERTPROPOSEDCULVERTPROPOSED IRRIGATION PIPETO CITY PONDPROPOSED PONDOUTLET PIPESSMH A16SSMH A12SSMH A14SSMH A13SSMH A11SSMH A10SSMH A16-15' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK
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6' UTILITY EASEMENTPROPOSEDPOND BOUNDARY8" PVC WATER8" PVC WATER50' NATURALFEATURE BUFFERSheetWILLOX 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 37U2UTILITY PLAN7 KEYMAPT
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 ASPHALTMATCH LINE - SEE SHEET U3MATCH LINE - SEE SHEET U1U1U2U3U4CALL 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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CONNECT TO EXISTING8" PVC WATER MAINPROPOSEDFIRE HYDRANTPROPOSED EXTENSION OFEXISTING 8" STORM LINESCITY OF FORT COLLINSCITY OF FORT COLLINSPEREZ DANIEL A.EXISTING 36" ANHEUSER-BUSHWATER MAIN EXISTING 8" PVCWATER MAINEXISTINGRESTROOMS40' UTILITYALIGNMENTPROPOSED6" SANITARY SERVICE:S=1.0%; IN. EL.=4976.0SSMH A5SSMH A4SSMH A1SSMH A2EX SSMH ASOFT GOLD PARKHICKORY STREETBASKETBALL COURTSEXISTINGPLAYGROUNDBASEBALL DIAMONDPARKING LOTFFE.4982.68" PVC WATERPROPOSED INVERTED SIPHON STORM/IRRIGATIONPROPOSED WATERLINE LOWERINGSheetWILLOX 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 ASPHALTMATCH 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
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /57' ROWSAINT THERESE STREETSTA. = 12+42.21(STREET A)STA. = 10+00.00(STREET D)30' FL-FL5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALKSAINT JOESPH STREET(SEE SHEET R6)WEST WILLOX LANE(SEE SHEET R9)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 10BLOCK 4LOT 1BLOCK 5LOT 1BLOCK 1TRACT CDETRACT BDETRACT ADE/UE/AELOT 3LOT 4LOT 5LOT 2LOT 10LOT 12LOT 11LOT 6LOT 9LOT 7LOT 8LOT 2PROPOSED 10'CONCRETE PANPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0014+0015+004992.114992.66
4993.27
4993.38
4992.88
4991.614991.874992.34
4992.82
4992.97
4993.12
4993.42
4993.49
4993.48
4993.25
4993.13
4993.00
4992.75
4992.63
4992.50 0.60%-2.00%2.00%-0.50%PVI STA = 10+00.00PVI ELEV = 4992.11PVI STA = 10+26.00PVI ELEV = 4991.59PVI STA = 10+31.00PVI ELEV = 4991.42PVI STA = 10+36.00PVI ELEV = 4991.59 50.0' VCPVI STA = 10+86.00PVI ELEV = 4992.59BVCS: 10+61BVCE: 4992.09EVCS: 11+11
EVCE: 4992.74 A.D. = 1.40K = 35.6475.0' VCHP ELEV = 4993.50HP STA = 12+58.76PVI STA = 12+55.44PVI ELEV = 4993.60BVCS: 12+17.94
BVCE: 4993.38
EVCS: 12+92.94
EVCE: 4993.41A.D. = 1.10K = 68.36PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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SAINT THERESE STREET19 NORTHCENTERLINESAINT THERESE STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINEMATCHSTA15+00( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 15+00R2
CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR1R2
SAINT THERESE STREETSTA. = 16+92.28(STREET A)STA. = 12+68.70(STREET E)30' FL-FL57' ROW57' ROW30' FL-FL5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALKO'BOYLE AVENUE(SEE SHEET R7)SAINT FRANCIS STREET(SEE SHEET R3)STA. = 19+95.88(STREET A)STA. = 10+00.00(STREET B)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 1LOT 2LOT 3LOT 10LOT 8LOT 9LOT 10LOT 12LOT 11LOT 8LOT 13LOT 9LOT 3LOT 1LOT 2LOT 4LOT 5BLOCK 4BLOCK 5BLOCK 3BLOCK 6TRACT CDEPROPOSED 31" DRIVEOVERCURB & GUTTER49804985499049955000500549804985499049955000500515+0016+0017+0018+0019+0020+0020+504992.254992.134992.004991.884991.754991.63
4991.50
4991.38
4991.25
4991.13
4991.00
4990.88
4990.75
4990.63
4990.50
4990.38
4990.14
4989.89
4989.64 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.00%-0.50%PVI STA = 19+01.98
PVI ELEV = 4990.37
PVI STA = 19+95.88
PVI ELEV = 4989.43
SheetWILLOX 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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SAINT THERESE STREET20 NORTHCENTERLINESAINT THERESE STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINEMATCHSTA15+00( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 15+00R1
CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR1R2
STA. = 10+00.00(STREET B)STA. = 19+95.88(STREET A)STA. = 12+94.09(STREET B)STA. = 17+59.28(STREET C)30'-57'ROW5' SIDEWALK5' SIDEWALKPROPOSEDCONCRETE CULVERT9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT FRANCIS STREETSAINT THERESE STREET(SEE SHEET R2)SAINT JEROME STREET(SEE SHEET R5)PROPOSED 12'CONCRETE PANPROPOSEDSIDEWALK CHASELOT 10LOT 1LOT 12LOT 13LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 7BLOCK 6BLOCK 2BLOCK 3TRACT ADE/UE/AETRACT DPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0013+504989.434989.18
4988.93
4988.69
4988.57
4988.44
4988.32
4988.19
4988.07
4987.91
4987.66
4987.41 -1.00%-1.00%-0.50%PVI STA = 10+00.00PVI ELEV = 4989.43
PVI STA = 10+72.82
PVI ELEV = 4988.70
PVI STA = 12+88.29
PVI ELEV = 4987.15
PVI STA = 12+18.06
PVI ELEV = 4987.98PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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SAINT FRANCIS STREET21 NORTHCENTERLINESAINT FRANCIS STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR3
EEEEE E
SAINT
JEROME
STREETSTA. = 10+00.00(STREET C)STA. = 12+35.22(STREET D)STA. = 14+55.87(STREET C)STA. = 15+79.96(STREET E)O'BOYLE AVENUE(SEE SHEET R7)SAINT JOESPH STREET(SEE SHEET R6)30'-57'ROW5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5'
S
IDEWALK
9'
UT
IL
ITY
EASEMENET9'
UT
IL
ITY
EASEMENETPROPOSED 12'CONCRETE PANPROPOSED 6'CONCRETE PANLOT 3LOT 7LOT 5LOT 4LOT 6LOT 1LOT 2LOT 5LOT 4LOT 6LOT 6LOT 3LOT 4LOT 5LOT 7BLOCK 2BLOCK 1BLOCK 5TRACT CDETRACT ADE/UE/AEPROPOSEDCONCRETE CULVERTPROPOSEDSIDEWALK CHASEPROPOSEDSIDEWALK CHASEPROPOSED 31" DRIVEOVERCURB & GUTTER4975498049854990499550004975498049854990499550009+5010+0011+0012+0013+0014+0015+004990.974989.97
4990.41
4990.46
4989.86
4990.724990.474990.22
4989.81
4989.85
4990.08
4990.64
4990.71
4990.61
4990.31
4990.16
4990.01
4989.71
4989.56
4989.41 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND1.35%-0.60%-0.60%-1.00%PVI STA = 10+00.00PVI ELEV = 4990.97
PVI STA = 14+55.87
PVI ELEV = 4989.53 75.0' VCHP ELEV = 4990.71HP STA = 12+47.47PVI STA = 12+33.00PVI ELEV = 4990.86BVCS: 11+95.50
BVCE: 4990.36
EVCS: 12+70.50
EVCE: 4990.64A.D. = 1.95K = 38.3975.0' VCLP ELEV = 4989.80LP STA = 11+32.82PVI STA = 11+38.46PVI ELEV = 4989.58BCVS: 11+00.96BVCE: 4989.96
ECVS: 11+75.96
EVCE: 4990.09A.D. = 2.35K = 31.86SheetWILLOX 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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SAINT JEROME STREET22 NORTHCENTERLINESAINT JEROME STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALTLINE
MATCH STA
15+00
( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRSTAMATCH LINE SEE SHEET 15+00R5
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR4R5
STA. = ???(STREET D)STA. = 12+42.21(STREET A)STA. = 12+35.22(STREET D)STA. = 10+00.00(STREET C)30'-57'ROW5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENTSAINT THERESE STREET(SEE SHEET R1)SAINT JEROME STREET(SEE SHEET R4)LOT 2LOT 5LOT 3LOT 1LOT 4LOT 2LOT 1LOT 3LOT 9LOT 7LOT 8LOT 10BLOCK 1BLOCK 5BLOCK 4TRACT ADE/UE/AESAINT JOESPH STREETPROPOSED 31" DRIVEOVERCURB & GUTTER4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+004989.10
4989.09
4989.09
4989.05
4988.98
4988.85
4988.82
4988.78
4988.69
4988.65 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-2.00%-1.00%PVI STA = 10+00.00PVI ELEV = 4993.47PVI STA = 10+15.00
PVI ELEV = 4993.17
PVI STA = 12+35.22
PVI ELEV = 4990.97
SheetWILLOX 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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SAINT JOESPH STREET24 NORTHCENTERLINESAINT JOESPH STREETSCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKR6
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSMSWWWMWWSMMWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEWEST WILLOX LANE6' SIDEWALK72'ROWEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT 6' SIDEWALK9' UTILITY EASEMENT
40'EOA - SAINT THERESE STREET(SEE SHEET R1)TRACT BDETRACT ADE/UE/AEPROPOSEDSIDEWALK CHASEPROPOSED ROWEXISTING ROWRAILROADTRACKSEX. 15" METALEX. 12" RCPEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYPROPOSEDEDGE OF ASPHALTEXISTINGEDGE OF ASPHALTEXISTINGEDGE OF ASPHALT15' UTILITY EASEMENTEDGE OF PROPOSED SAW CUTTIE TO EXISTINGEDGE OF ASPHALTTIE TO EXISTINGEDGE OF ASPHALTEDGE OFPROPOSED SAW CUTTIE TO EXISTINGEDGE OF ASPHALTTIE TO EXISTINGEDGE OF ASPHALTPROPOSED 10'CONCRETE PAN49854990499550005005501049854990499550005005501018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-0.50%1.00%PVI STA = 20+00.00PVI ELEV = 4993.12
PVI STA = 24+75.00
PVI ELEV = 4993.14 145.0' VCLP ELEV = 4991.79LP STA = 22+91.38PVI STA = 23+15.51PVI ELEV = 4991.55BCVS: 22+43.01
BVCE: 4991.91
ECVS: 23+88.01
EVCE: 4992.27 A.D. = 1.49K = 97.054993.124992.994992.874992.754992.624992.50
4992.37
4992.25
4992.12
4992.00
4991.88
4991.80
4991.79
4991.85
4991.96
4992.15
4992.39
4992.64
4992.89
4993.144993.14
4993.36
4993.50
4993.56
4993.54
4993.44
4993.31
4993.18
4993.04
4992.96
4995.134994.884994.624994.374994.124993.874993.624993.374993.12
PROPOSED GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDEXISTING GROUNDFUTURE GRADEEXISTING GROUNDFUTURE GRADEEXISTING GROUNDPROPOSED GRADE49804985499049955000500549804985499049955000500518+0019+0020+0021+0022+0023+0024+0025+0026+0027+00-0.50%0.50%1.00%PVI STA = 20+00.00PVI ELEV = 4992.60
PVI STA = 22+91.38
PVI ELEV = 4991.14
PVI STA = 23+63.26
PVI ELEV = 4991.50
PVI STA = 24+75.00
PVI ELEV = 4992.62
4992.604992.484992.354992.224992.104991.98
4991.85
4991.72
4991.60
4991.48
4991.35
4991.22
4991.19
4991.31
4991.43
4991.62
4991.87
4992.12
4992.37
4992.62
SheetWILLOX 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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WEST WILLOX LANE26 NORTHCENTER LINEWEST WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRKEYMAPTWEST WILLOX LANESOFTGOLD PARKSTAMATCH LINE SEE SHEET 18+00##
STAMATCH LINE SEE SHEET 27+00###
LINE
MATCH STA
27+00
LINEMATCH STA18+00RIGHT FLOWLINEWEST WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)R9
WMWWMXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX52' - EXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT84'ROW6' SIDEWALK6' SIDEWALKWEST WILLOX LANEEX. 15" METALEX. 24" RCP49804985499049955000500550105015498049854990499550005005501050159+5010+0011+0012+0013+0014+0015+0016+0017+0018+004996.824997.324997.82
4998.32
4998.46
4997.67
4996.67
4995.68
4996.954997.074997.204997.454997.574997.704997.954998.07
4998.20
4998.44
4998.51
4998.52
4998.34
4998.16
4997.92
4997.42
4997.17
4996.92
4996.43
4996.18
4995.93
4995.43
4995.18
4994.93 0.50%-1.00%PVI STA = 10+00.00PVI ELEV = 4996.82
150.0' VCHP ELEV = 4998.52HP STA = 13+64.63PVI STA = 13+89.47PVI ELEV = 4998.77BVCS: 13+14.47
BVCE: 4998.40
EVCS: 14+64.47
EVCE: 4998.02 A.D. = 1.50K = 100.32PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSheetWILLOX 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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WEST WILLOX LANE (ULTIMATE)27NORTHCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)EXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRLINE
MATCH STA
18+00STAMATCH LINE SEE SHEET 18+00R10
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR10R9R11
498049854990499550005005501050154980498549904995500050055010501518+0019+0020+0021+0022+0023+0024+0025+0026+0026+504993.694992.914992.40
4991.90
4991.68
4992.39
4993.33
4994.444994.194993.944993.444993.194993.034992.784992.664992.53
4992.28
4992.15
4992.03
4991.77
4991.68
4991.65
4991.77
4991.93
4992.14
4992.65
4992.90
4993.14
4993.45
4993.51
4993.51
4993.33 -1.00%-0.50%1.00%-0.50%PVI STA = 19+56.35PVI ELEV = 4993.13
150.0' VCHP ELEV = 4993.52HP STA = 25+62.15PVI STA = 25+37.07PVI ELEV = 4993.77BVCS: 24+62.07
BVCE: 4993.02
EVCS: 26+12.07
EVCE: 4993.39 A.D. = 1.50K = 99.84150.0' VCLP ELEV = 4991.65LP STA = 22+75.45PVI STA = 23+00.27PVI ELEV = 4991.40BCVS: 22+25.27
BVCE: 4991.77
ECVS: 23+75.27
EVCE: 4992.15 A.D. = 1.51K = 99.58PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDSSSMSWWWMSMMWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEEWEST WILLOX LANE6' SIDEWALK84'ROWEXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT 6' SIDEWALK9' UTILITY EASEMENTPROPOSEDIRRIGATION PIPE52' - SAINT THERESE STREET(SEE SHEET R1)6' SIDEWALKTRACT BDETRACT ADE/UE/AEEX. 15" METALEX. 12" RCPEXISTINGDRIVEWAYEXISTINGDRIVEWAYEXISTINGDRIVEWAYSheetWILLOX 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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WEST WILLOX LANE (ULTIMATE)28NORTHEXISTING RIGHT-OF-WAYLEGEND:PROPOSED STORM SEWEREXISTING STORM SEWERPROPOSED EDGE OF ASPHALTPROPOSED STORM MANHOLE/ / / / / / / /PROPOSED CURB & GUTTERPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES: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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN ANDRECOMMENDATIONS.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETEASEMENT EDGE OF ASPHALT( IN FEET )1 inch = ft.Feet040404080120CALL 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.CallRCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)LINE
MATCH STA
26+50
STAMATCH LINE SEE SHEET 26+00R11
STAMATCH LINE SEE SHEET 18+00R9 LINEMATCH STA18+00
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR10R9R11
SSSSWWWSWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXE6' SIDEWALK84' ROW
EXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT57'ROW30'-9' UTILITY EASEMENT
9' UTILITY EASEMENTSAINTTHERESESTREET WEST WILLOX LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' TRAVEL LANE12' LEFT TURN LANE6' SIDEWALK52' - AAHTIE INTOEXISTING STRIPING8'12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE3' BIKE LANE BUFFER3' BIKE LANE BUFFER3' BIKE LANE BUFFERSTA.=21+43.53OFFSET=6'END7STA.=21+43.53OFFSET=17'END1STA.=21+43.53OFFSET=20'END1℄ STA.=21+73.53OFFSET=6'BEGIN4STA.=21+73.53OFFSET=6'BEGIN7℄ STA.=21+73.53OFFSET=17'BEGIN1℄ STA.=21+73.53OFFSET=20'BEGIN1STA.=23+28.53OFFSET=6'BEGIN3END4STA.=24+88.53OFFSET=6'BEGIN8END3STA.=23+28.53OFFSET=6'BEGIN8END7STA.=21+13.05OFFSET=6'BEGIN7END8TRACT BDETRACT ADE/UE/AEWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX12' TRAVEL LANE12' TRAVEL LANE12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE52' - EXISTING 10'ROW EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT84'ROW6' SIDEWALK6' SIDEWALK3' BIKE LANE BUFFER3' BIKE LANE BUFFERWEST WILLOX LANESTA.=10+00.00OFFSET=17'BEGIN1STA.=10+00.00OFFSET=17'BEGIN1℄ STA.=10+00.00OFFSET=20'BEGIN1℄ STA.=10+00.00OFFSET=20'BEGIN1℄ STA.=10+00.00OFFSET=6'BEGIN8℄ STA.=10+00.00OFFSET=6'BEGIN8SXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHUX12' TRAVEL LANE12' TRAVEL LANE12' CENTER LANE6' BIKE LANE LANE6' BIKE LANE LANE52' - 84'ROW6' SIDEWALK6' SIDEWALK3' BIKE LANE BUFFER3' BIKE LANE BUFFERWEST WILLOX LANESTA.=34+81.94OFFSET=20'END1STA.=34+81.94OFFSET=17'END1STA.=34+81.92OFFSET=6'END8STA.=34+81.87OFFSET=6'END8STA.=34+81.94OFFSET=17'END1STA.=34+81.90OFFSET=20'END1SheetWILLOX 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 37SG2ULTIMATE SIGNAGE & STRIPING PLAN
WEST WILLOX LANE31 NORTHSG2( IN FEET )1 inch = ft.Feet040404080120/ / / / / / / /PROPOSED EDGE OF ASPHALTPROPOSED CENTERLINEPEDESTRIAN ACCESS RAMPSPROPOSED CONCRETECROSSPAN (TYP.)PROPOSED RIGHT-OF-WAYNOTES:PROPOSED LOT LINE1.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.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEYDOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION.YELLOW ISLAND CROSS HATCHING10WHITE ISLAND CROSS HATCHING4" SOLID YELLOW LINE4" SOLID WHITE LINE(2) 4" SOLID LINES; 4" APARTDOUBLE YELLOW LINE4" BROKEN YELLOW LINE8" SOLID WHITE LINEDOUBLE YELLOW LINE4" SOLID AND 4" BROKEN; 4" APART963518247STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGBICYCLIST AND ARROW18" X 9' CROSSING LINE, SEE NOTESPREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKING18" WIDE STOP BARPREFORMED PLASTIC PAVEMENTMARKING "STOP" (22.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGSTRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENT MARKINGRIGHT TURN ARROW (15.5 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGLEFT TURN ARROW (15.5 S.F. EA.)RIGHT AND LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGTWO WAY LEFT TURN ARROW (31 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKINGPREFORMED PLASTIC PAVEMENTMARKING "ONLY" (22.5 S.F. EA.)LHDCBKAEFGIJMLANE REDUCTION ARROWPREFORMED PLASTIC PAVEMENT MARKINGMEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES10'30'10'30'10'4" BROKEN WHITE1210'N"LANE ENDS"PREFORMED PLASTIC PAVEMENT MARKING3'3'3'3'3'4" WHITE DASHED LINEO18" WIDE WHITE MEDIAN STRIPINGPREFORMED PLASTIC PAVEMENT MARKINGA.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL ASTHE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMEDTHERMO-PLASTIC.C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED INMUTCD.D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACETEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BEAPPROVED BY THE TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATIONOF STRIPING AND SYMBOLS.G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION.I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORTCOLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORETHE 2-YEAR WARRANTY PERIOD WILL BEGIN.L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUNDUTILITIES.M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TOINITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONALSIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTSSUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALLFALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEARON TRAFFIC MARKINGS).O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFICCONTROL DEVICES, FOR ADDITIONAL DETAIL.P.STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE.STRIPING LEGEND:STRIPING NOTES:3'3'3'3'3'8" WHITE DASHED LINE(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPINGPAVEMENT MARKINGSSTRAIGHT ARROW (15 S.F. EA.)PREFORMED PLASTIC PAVEMENT MARKING30'10'30'10'LEGEND:LINE
MATCH STA
18+00
LINEMATCH STA18+00
LINE
MATCH STA
18+00
LINEMATCH STA18+00
KEYMAPTWEST WILLOX LANESOFTGOLD PARK