HomeMy WebLinkAboutWILLOX FARM - PDP220008 - DOCUMENT MARKUPS - ROUND 4 - UTILITY PLANSACKELSON CONNIE A.WWWWWWWTWSSWTTELECSSMSWWTSMMWMHYDFOFOWWXXXGGOHUOHUFOFOWWWWWWWWWWFOXGFOFOWG
GGXXXXXXXFOFOOHUOHUOHUOHUWWFOFOXXXWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOGGGGGGFOFOFOFOFOFOEEEEEWWWXXXXXXXXXXXXXX X OHUOHUOHUOHUOHUOHU OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXXXXXXKAFKA, AMYPITT, JEANGBP LLC.WEST WILLOX LANESOFT GOLD DOG PARKJENSEN GORDON L.PEREZ DANIEL A.PEREZ DANIEL A.//////////////////////////////EXISTING 20' SANITARY SEWER EASEMENT TO BE VACATED WITH THIS PLAT (ENCROACHES ON PROPERTY)EXISTING 30' ROW EASEMENTEXISTING 20'DRAINAGE EASEMENTEXISTING 10' UTILITY EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENTEXISTING 10'MOUNTAIN STATES UTILITYEASEMENT TO BE PARTIALLYVACATED WITH THIS PLATEXISTING 30'NoCO EASEMENTTO BE PARTIALLYVACATED WITH THIS PLATREMOVE APPROXIMATELY 656' OF EXISTING BARBWIRE FENCEEXISTING 6' CITY OFFORT COLLINS EASEMENTTO BE PARTIALLY VACATED WITH THIS PLATEXISTING 60'ROWEXISTING OUT BUILDINGPROPERTYBOUNDARYEXISTING GREENHOUSESEXISTINGGAS LINEREMOVE AND RELOCATEEXISTING OVERHEAD UTILITIESEXISTING FIBEROPTIC CABLEEXISTING BARBWIRE FENCE(PROTECT IN PLACE)EXISTING BARBWIRE FENCEEXISTING BARBWIRE FENCEEXISTING BARBWIRE FENCETO BE REMOVEDEXISTING 6' WOOD\PRIVACY FENCEEXISTING TREE (TYP.)EXISTING CHAIN LINK FENCETO BE REMOVEDEXISTING DENSESHRUBS & TREESEXISTING TREE (TYP.)EXISTING STEEL PANELS w/ WOODPOSTS ENCROACHES ON PROPERTY.DO NOT REMOVEEXISTING UNDERGROUNDELECTRICALREMOVE ANDRELOCATEEXISTING R.R.CROSSING SIGNEXISTING UTILITYPOLE (TYP.)EXISTINGMAILBOX (TYP.)EXISTING 12"RCP CULVERTREMOVE EXISTING TREE/BUSHREMOVE & REPLACEEXISTING BURIED PIPEUNION PACIFIC RAILROADEXISTING SANITARY MANHOLECENTERLINE OF TWOTRACK DIRT ROADCENTERLINE OF TWOTRACK DIRT ROADEXISTING 12" PVCWATER LINEEXISTING GASMETER (TYP.)EXISTINGFIRE HYDRANTREMOVE EXISTING TREE (TYP.)REMOVE AND RELOCATEEXISTING TELEPHONE PEDESTALREMOVE AND RELOCATEEXISTING SIGNEXISTING NoCOWATER LINEREMOVE EXISTINGUTILITY POLEREMOVE APPROXIMATELY665' OF STRIPINGREMOVE & REPLACE APPROXIMATELY9900 SF OF ASPHALTEXISTINGWATER METER (TYP.)EXISTINGWATER WATER LINEEXISTING OVERHEAD LINE TO TO BE REPLACEDUNDER GROUNDEXISTINGGATEEXISTING NoCO WATER MAINEXISTINGGATEREMOVE APPROXIMATELY160' OF EXISTING DOG PARK FENCELIMITS OF SAWCUT &TRENCH FOR WATER LINECONSTRUCTIONLIMITS OF SAWCUT &TRENCH FOR WATER LINECONSTRUCTION100' UNION PACIFICRAILROAD ROWXXXXXXXXXXXXXXXWTESTSTACONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRR CONTROLIRRCONTROLIRRW
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E XXXXXXXXXXXXCSWH2OCSCSVAULTELECHYDCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRR CONTROLIRR
CONTROLIRRCONTROLIRRCONTROLIRRELECC.O.B MSOHUOHUEEEEEEXXXXXXXX
X X X X XXXXXXXXXXXXXXXXXXWWXh2oSOFT GOLDBICYCLE COURSESOFT GOLD DOG PARKSOFT GOLD PARKNO SURVEY DATAIN THIS AREANO SURVEY DATAIN THIS AREASOFT GOLDBASKETBALL COURTSEXISTINGPLAYGROUNDSOFT GOLDBASEBALL DIAMONDSOFT GOLDPARKING LOTJENSEN GORDON L.CITY OF FORT COLLINSHICKORY VILLAGE SUBDIVISION
CITY OF FORT COLLINS
////////////////////////////////////EXISTING 10' UTILITY EASEMENTREMOVE APPROXIMATELY 656' OF EXISTING BARBWIRE FENCEREMOVE 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 EXISTINGTREES (TYP.)EXISTING GAZEBOEXISTING 8' CRUSHERFINES PATHEXISTINGTREE (TYP.)EXISTING DOGPARK FENCEEXISTING 6'CONCRETE TRAILEXISTINGPEDESTRIAN RAMPEXISTING PEDESTRIAN RAMPEXISTING 8" PVCSTORM LINEFL = 4977.12FL = 4977.08FL = 4977.10FL = 4977.22FL = 4977.58FL = 4977.49FL = 4977.54FL = 4977.60REMOVE & REPLACE EXISTING 30" RCPFL = 4975.55EXISTING 6'SIDEWALKEXISTING CITY OF FORT COLLINS"SOFT GOLD PARK" SIGNEXISTING UNDERGROUNDELECTRIC LINESEXISTINGFENCEEXISTING 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 CUTREMOVE EXISTINGCONCRETE TRAILREMOVE EXISTINGASPHALTREMOVE EXISTINGCRUSHER FINES TRAILREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE AND RELOCATEEXISTING IRRIGATION BOXESREMOVE APPROXIMATELY160' OF EXISTING DOG PARK FENCEREMOVE & RELOCATE EXISTINGWATER & IRRIGATION METERSPROPOSEDSAW CUTEXISTING 6'CONCRETE TRAILTO BE REMOVED AND REBUILTPROPOSEDSAW CUT40' ROW20' UTILITY EASEMENT50' TEMP CONSTRUCTION EASEMENTCOFC CATHODIC PROTECTIONPROJECT EASEMENT(WIDTH VARIES)TEST STATIONCOFC CATHODIC PROTECTIONTEST STATION ON CONCRETE PADHANSON WILLIAMA/ MERIAM PREMOVE & REPLACE77 SF OF SIDEWALKREMOVE & REPLACEAPPROXIMATELY 51' OF 18"VERTICAL CURB & GUTTERREMOVE & REPLACEAPPROXIMATELY 34' OF 18"VERTICAL CURB & GUTTERREMOVE & REPLACEAPPROXIMATELY 10' OF 18" VERTICALCURB & 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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EXISTING CONDITIONS &4NORTH( IN FEET )1 inch = ft.Feet0808080160240KEYMAPTC.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)SWEXISTING METAL FENCE POSTEXISTING WOOD FENCE POSTEarth Engineering Consultants,LLCPreliminary SubsurfaceExploration ReportProposed ResidentialDevelopment Willox FarmLarimer County, ColoradoEEC Project No. 1212027Date: May 6, 2021Additional Subsurface Exploration:Earth Engineering Consultants, LLCAdditional Subsurface Exploration /Geothechnical Engineering ReportProposed Willox Farm ResidentialDevelopment(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)Additional Field Survey:Majestic SurveyingProject No. 2020351Date: April 2022LIMITS OF TRENCHING WITHIN EXISTING ROADCALL 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
SAINT THERESE STREET30' FL-FL5 ' SIDEWALK5 ' SIDEWALK5 ' SIDEWALKSAINT JOESPH STREET(SEE SHEET R4)WEST WILLOX LANE(SEE SHEET R9)9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 10BLOCK 4TRACT BDETRACT ADE,UE,AELOT 3LOT 4LOT 5LOT 7LOT 6LOT 9LOT 7LOT 8PROPOSED 10'CONCRETE PANPROPOSED DRIVEOVERCURB & GUTTER57' ROWSTA. = 12+40.94(SAINT THERESE ST)STA. = 10+00.00(SAINT JOSEPH STREET)R25'R25'LOT 1LOT 8LOT 4LOT 5LOT 6LOT 2BLOCK 1BLOCK 5LOT 34980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0014+0015+004992.334992.93
4993.65
4993.82
4993.23
4991.874992.134992.60
4993.12
4993.30
4993.47
4993.81
4993.89
4993.90
4993.68
4993.53
4993.38
4993.08
4992.93
4992.78 -1.85%2.00%0.70%-0.60%PVI STA = 10+00.00PVI ELEV = 4992.33PVI STA = 10+31.00PVI ELEV = 4991.70 50.0' VCPVI STA = 10+86.00PVI ELEV = 4992.85BVCS: 10+61BVCE: 4992.35EVCS: 11+11
EVCE: 4993.02 A.D. = 1.30K = 38.51100.0' VCHP ELEV = 4993.91HP STA = 12+63.78PVI STA = 12+59.88PVI ELEV = 4994.07BVCS: 12+09.88
BVCE: 4993.72
EVCS: 13+09.88
EVCE: 4993.77A.D. = 1.30K = 76.83PROPOSED 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 LARIMER COUNTY URBAN AREA STREET STANDARDS(LCUASS).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
STA. = 10+00.00(SAINT FRANCIS ST)STA. = 19+95.88(SAINT THERESE ST)30'-57'ROW5' SIDEWALK5' SIDEWALKPROPOSEDCONCRETE CULVERT15' UTILITY EASEMENT9' UTILITY EASEMENTSAINT FRANCIS STREETSAINT THERESE STREET(SEE SHEET R2)SAINT JOESPH STREET(SEE SHEET R5)PROPOSED 12'CONCRETE PANPROPOSEDSIDEWALK CHASELOT 10LOT 1LOT 10LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 8LOT 9LOT 7BLOCK 6BLOCK 3TRACT ADE,UE,AETRACT DPROPOSED DRIVEOVERCURB & GUTTERSTA. = 12+94.09(SAINT FRANCIS ST)STA. = 19+68.91(SAINT JOESPH STREET)REMOVABLEBOLLARDSLOT 14LOT 13LOT 12BLOCK 2R25'R25'4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0013+504989.514989.32
4989.13
4988.95
4988.83
4988.70
4988.58
4988.45
4988.29
4987.96
4987.48
4986.98 -0.75%-2.00%-0.50%PVI STA = 10+00.00PVI ELEV = 4989.51
PVI STA = 10+72.82
PVI ELEV = 4988.96
PVI STA = 12+88.29
PVI ELEV = 4986.68 50.0' VCPVI STA = 12+10.04PVI ELEV = 4988.28BVCS: 11+85.04
BVCE: 4988.40
EVCS: 12+35.04
EVCE: 4987.78 A.D. = 1.50K = 33.33PROPOSED 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 LARIMER COUNTY URBAN AREA STREET STANDARDS(LCUASS).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
XXXXXXXEEEEEE5' SIDEWALK5' SIDEWALK5' SIDEWALKTRACT ADE,UE,AESTA. = 10+00.00(SAINT JOSEPH STREET)STA. = 12+40.94(SAINT THERESE STREET)LOT 6LOT 9LOT 7LOT 8BLOCK 4PROPOSED DRIVEOVERCURB & GUTTERO'BOYLE AVENUE(SEE SHEET R7)LOT 4BLOCK 1LOT 5LOT 8LOT 6LOT 7LOT 9LOT 1TRACT CDEUTILITY EASEMENT(WIDTH VARIES)9' UTILITY EASEMENTR25'R25'4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0013+50PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4992.33
4991.75
4993.34
4992.85
4992.51
4992.18
4992.04
4991.89
4991.60
4991.45
4991.31
4991.01 -2.20%-2.00%-0.58%PVI STA = 10+00.00PVI ELEV = 4993.86
PVI STA = 10+14.32
PVI ELEV = 4993.55
50.0' VCPVI STA = 10+65.00PVI ELEV = 4992.53BCVS: 10+40
BVCE: 4993.04
ECVS: 10+90
EVCE: 4992.39 A.D. = 1.42K = 35.26SheetWILLOX 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 STREET22 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 LARIMER COUNTY URBAN AREA STREET STANDARDS(LCUASS).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 ASPHALTLINEMATCHSTA13+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 13+00R5
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR4R5
EEE E
30'-57'ROW30'-57'ROW5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDE
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K 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPROPOSED 12'CONCRETE PANPROPOSEDCONCRETECULVERTPROPOSED 6'CONCRETE PANLOT 7LOT 5LOT 4LOT 11LOT 10LOT 9LOT 1LOT 3LOT 8LOT 10LOT 9LOT 7LOT 6BLOCK 2BLOCK 6TRACT ADE,UE,AEPROPOSEDSIDEWALK CHASEPROPOSED DRIVEOVERCURB & GUTTERPROPOSED DRIVEOVERCURB & GUTTERSTA. = 19+68.91(SAINT JOSEPH STREET)STA. = 12+94.09(SAINT FRANCIS ST)LOT 8LOT 2SAINT JOESPH STREETSAINT JOESPH STREETO'BOYLE AVENUE(SEE SHEET R7)SAINT FRANCIS STREET(SEE SHEET R3)LOT 9LOT 14LOT 13LOT 12LOT 11LOT 10LOT 1LOT 2LOT 3LOT 6LOT 14LOT 13LOT 12R25'R25'R25'49804985499049955000500549804985499049955000500512+5013+0014+0015+0016+0017+0018+0019+0020+00PROPOSED GRADEEXISTING GROUND4990.584989.99
4989.41
4988.86
4988.36
4987.86
4991.314991.014990.874990.724990.434990.284990.14
4989.85
4989.70
4989.55
4989.26
4989.11
4988.99
4988.74
4988.61
4988.49
4988.24
4988.11
4987.99
4987.59
4987.15
-2.00%-0.58%-0.50%PVI STA = 16+50.00
PVI ELEV = 4989.11
PVI STA = 19+68.91
PVI ELEV = 4986.77 50.0' VCPVI STA = 19+18.91PVI ELEV = 4987.77BVCS: 18+93.91
BVCE: 4987.90
EVCS: 19+43.91
EVCE: 4987.27 A.D. = 1.50K = 33.33SheetWILLOX 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 STREET23 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 LARIMER COUNTY URBAN AREA STREET STANDARDS(LCUASS).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 ASPHALTLINEMATCHSTA13+00( IN FEET )1 inch = ft.Feet040404080120STAMATCH LINE SEE SHEET 13+00R4
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 PARKR4R5
XXXXXXXXSTA. = 12+68.70(STREET E)STA. = 16+92.47(STREET A)STA. = 15+79.96(STREET E)STA. = 14+55.87(STREET C)30'-57'ROW30'-57'ROW5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKO'BOYLE AVENUEEXISTING 30' ROWEASEMENTEXISTING 20'DRAINAGE EASEMENTPROPOSEDBARRICADESSAINT THERESE STREET(SEE SHEET R2)SAINT JOESPH STREET(SEE SHEET R4)LOT 1LOT 1LOT 6LOT 5LOT 8LOT 7LOT 9LOT 13BLOCK 4BLOCK 5BLOCK 6BLOCK 2BLOCK 36' CONCRETE PANPROPOSED INVERTED SIPHON STORM/IRRIGATIONLINE BY OTHERSPROPOSED DRIVEOVERCURB & GUTTERPROPOSED DRIVEOVERCURB & GUTTER20.20' UTILITY EASEMENT15' UTILITY EASEMENT20.22' UTILITY EASEMENT15' UTILITY EASEMENTLOT 14TRACT BDETRACT DTRACT CDELOT 6LOT 7LOT 4LOT 5LOT 106' CONCRETE PANR25'R25'R25'R25'R25'R25'4980498549904995500050054980498549904995500050059+5010+0011+0012+0013+0014+0015+0016+0016+504987.504987.494987.804988.41
4989.22
4990.03
4990.84
4991.15
4991.16
4991.66
4992.13
4992.33
4992.24
4991.90
4991.53
4991.15
4990.78
4990.32
4989.82
4989.82 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND2.20%-0.50%3.24%2.20%-2.20%2.00%-1.50%-2.00%PVI STA = 11+00.00PVI ELEV = 4987.50
PVI STA = 15+79.96
PVI ELEV = 4989.93
PVI STA = 15+62.79
PVI ELEV = 4989.48
PVI STA = 12+53.70
PVI ELEV = 4990.96
PVI STA = 12+68.70
PVI ELEV = 4991.29
PVI STA = 12+86.70
PVI ELEV = 4990.81
PVI STA = 15+09.73
PVI ELEV = 4990.63 75.0' VCHP ELEV = 4992.34HP STA = 13+80.03PVI STA = 13+74.70PVI ELEV = 4992.66BVCS: 13+37.20
BVCE: 4991.91
EVCS: 14+12.20
EVCE: 4992.10 A.D. = 3.50K = 21.4175.0' VCLP ELEV = 4987.46LP STA = 11+13.09PVI STA = 11+40.56PVI ELEV = 4987.30BCVS: 11+03.06BVCE: 4987.48ECVS: 11+78.06EVCE: 4988.51 A.D. = 3.74K = 20.0715" HDPESTA.=11+11.58INV.=4981.81SheetWILLOX 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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O'BOYLE AVENUE24 NORTHCENTERLINEO'BOYLE AVENUESCALE : 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 LARIMER COUNTY URBAN AREA STREET STANDARDS(LCUASS).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.CallRR7KEYMAPTWEST WILLOX LANESOFTGOLD PARK
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX52'FUTURE - EXISTING 10'UTILITY EASEMENTEXISTING 30'ROW EASEMENTEXISTING 6' CITY OFFORT COLLINS EASEMENT84'FUTURE ROWWEST WILLOX LANEEX. 24" RCPFUTURE 30"CURB & GUTTERFUTURE 30"CURB & GUTTERFUTURE ROWFUTURE ROWFUTURE 6' SIDEWALKFUTURE 6' SIDEWALK49804985499049955000500550105015498049854990499550005005501050159+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 = 100.32FUTURE GRADEEXISTING GROUNDFUTURE 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)26NORTHCENTER LINEW. WILLOX LANESCALE : 1" = 40' (H) 1" = 5' (V)( 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+00R9
KEYMAPTWEST WILLOX LANESOFTGOLD PARKR9R8R10EXISTING 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 LINEEXISTING LOT LINEPROPOSED STORM INLETEXISTING EDGE OF ASPHALTFUTURE CURB & GUTTERFUTURE RIGHT-OF-WAY