HomeMy WebLinkAboutDocument Markups - Utility Plan - 03/10/2023ACKELSON 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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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
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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
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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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
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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