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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 CDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINSWEST 14 CORNERSECTION 15-T7N-R68WFOUND 314" ALUMINUM CAPLS 17483100-YEARBOXELDERFLOODPLAINFOUND #4 REBARw/RPC, ILLEGIBLEREMOVE EXISTINGCONCRETE DITCHCONCRETEFOUNDATIONEXISTING ELECTIMNATHRESERVOIR INLETCANAL (TRIC) BOXEXISTING FIBER-OPTICVAULTEXISTING ELECTIMNATH RESERVOIR INLET CANAL (TRIC)ALTO REMAINNATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(RIPARIAN AREA)NATURAL HABITAT FEATURE(AQUATIC RESOURCE)100-YEARBOXELDERFLOODPLAINEX1DEMOLITION PLAN EXISTING CONDITIONS &6NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 MATCH LINE - SEE SHEET EX2MATCH LINE - SEE SHEET EX4EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRWho is the ownerand/or easementrecipient of this ditch?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGG T8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" WHYDHYDFESFES WWWWWPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSEXISTING 24" RCPEXISTING 8" WATERLINEREMOVE EXISTINGFIRE HYDRANTEXISTING FIRE HYDRANTREMOVE EXISTINGBARRICADESREMOVE 114 LF OF EXISTINGROAD & CURB & GUTTEREX6DEMOLITION PLAN EXISTING CONDITIONS &11NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX9MATCH LINE - SEE SHEET EX5 MATCH LINE - SEE SHEET EX3Permission needed fromPoudre School District andTown of TimnathCity of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEETVAULTF.O.CCVAULTF.O.TCELECELECELECF ESFESFESFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEEEE E FOFOFOFOFOFOFOFO FO CTVCTVCTVCTVCTVCTVCTVCTV CTVEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO WWWWWWWWWWW W W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT ROADINTERSTATE 25 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EXISTING ELECTRICBOX (REMOVED BY OTHERS)EXISTING FIBER-OPTICVAULT (REMOVED BY OTHERS)EXISTING UNDERGROUNDUTILITIES (REMOVED BY OTHERS)REMOVE AND RELOCATEEXISTING SIGNEXISTING 24" RCP STORMTO BE EXTENDEDEXISTING 36" RCP STORMTO BE EXTENDEDEXISTING 24" FESEXISTING CITY OFFORT COLLINS ELECTRICEXISTING CITY OFFORT COLLINS LIGHT& POWER EQUIPMENTEXISTING EOAEXISTING EOAEXISTINGSTRIPINGEX7DEMOLITION PLAN EXISTING CONDITIONS &12NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX8 MATCH LINE - SEE SHEET EX4Who is removing/relocatingthese utilities, and when?Are they within the existingeasement that is going tobe vacated?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYD GASW W EEEWWEE EEEEEEEEG/ / / / / / / // / / / / / / // / / / / / / / X FO FO FOGGGCELECVAULTF.O.CABLECABLEHYDCELECEE E E E EEEFOFOCTVCTVEEEEEEEEEEE EE E E EEEEEEEEEEEEEEEEEF F ESVAULTELECVAULTELECVAULTELECELECELECELECELECELECFOVAULTF.O.VAULTF.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOFOFOFOFOFOFOFOFOFOWWW W W WWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWW WWWEEEEEEEEEGCTV CTVCTV CTV CTV CTV CTV CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHU OHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGG5' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548TO BE VACATED BY PLATPROSPECT ROADLAKE CANALLAK E C A N A L/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TIMNATH RESERVOIR INLET CANAL (TRIC)//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING CONCRETEIRRIGATION STRUCTURESREMOVE EXISTING12" WATERLINEEXISTING FIRE HYDRANTEXISTING 24"ADS STORMEXISTING UNDERGROUNDUTILITIES (REMOVED BY OTHERS)EXISTING CITY OFGREELEY 60" WATERLINEREMOVE AND RELOCATEEXISTING UTILITY POLES, TYP.REMOVE EXISTINGUTILITY POLEREMOVE AND RELOCATEEXISTING CABLE BOXREMOVE AND RELOCATEEXISTING ELECTIMNATHRESERVOIR INLET CANAL(TRIC) BOXESREMOVE AND REPLACEEXISTING CONCRETE BRIDGEREMOVE AND RELOCATEEXISTING ELECTIMNATH RESERVOIRINLET CANAL (TRIC) TRANSFORMERSEXISTINGGAS LINEEXISTINGFIBER-OPTIC LINEEXISTING 12" CMPEXISTING EOAEXISTING EOAEXISTINGSTRIPINGLIMIT OF WATERLINE REMOVALNATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)NATURAL HABITAT FEATURE(PRAIRIE DOG COLONY)EX8DEMOLITION PLAN EXISTING CONDITIONS &13NORTH( IN FEET )1 inch = ft.Feet0505050100150SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125EXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)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 OPTICFOEXISTING OVERHEAD UTILITYOHEAPPROXIMATE LIMITS OF CONCRETE/ASPHALT REMOVALFIELD SURVEY BY:SUBSURFACE EXPLORATION BY: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.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.Original Field Survery:Northern EngineeringProject No. 1896-001Date: November 2021Additional Field Survey:Northern EngineeringProject No. 1896-001Date: April 2022Northern EngineeringProject No. 1896-001Date: August 2022Earth Engineering Consultants, LLCSubsurface Exploration ReportProspect/I-25 DevelopmentEEC Project No. 1052027Date: April 11, 2005Addational Subsurface Exploration: EarthEngineering Consultants, LLCSupplemental Preliminary SubsurfaceExploration ReportProspect/I-25 DevelopmentEEC Project No. 1222014Date: June 03, 2022KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 EX1EX2EX3EX4EX5EX6EX7EX8EX9CALL 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.CallRMATCH LINE - SEE SHEET EX9 MATCH LINE - SEE SHEET EX5MATCH LINE - SEE SHEET EX7 What is Electimnath?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSFO FO FO FO FO FO FO FO FOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SSSSSSSSSSSSSSSSSSSSSS SSSSOUTHEAST FRONTAGE ROADINTERSTATE 25 WELL WELL WELL WELL WELL WELL WELL WELLNPNPNPNPNPNPNPNPNPNPNP NPNPNPNPNP NP NPNPNPNPNPNPNPNP EXISTING FIBEROPTIC VAULT EXISTING ELECTRICBOX EXISTING 10" PVCSANITARY SEWERPROJECTBOUNDARYLOT 8TRACT ITRACT CTRACT BTRACT DTRACT ALOT 910' UTILITYEASEMENTPROPOSED WELL LINE(DESIGN BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)EXISTING CONCRETEFOUNDATIONRE-ALIGNEDCONCRETE CHANNELCDOT1012 SE FRONTAGE RD,FORT COLLINSIMAGO ENTERPRISES INC.140 PALMER DR,FORT COLLINS100-YEARBOXELDERFLOODPLAIN100-YEARBOXELDERFLOODPLAINU1UTILITY PLAN16CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U2 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9Who is designing and constructing thisnon-potable water line, and when?Please label the proposedregional trail. Can it beconstructed all the way tothe property line? What isthe construction timing? Itwill need to be in a publicaccess easementdedicated on the plat.Who is designing and constructingthis well line, and when?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 H2OSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS EEEEEEEE EW WNPNPNPNPNPNPNP NPNPNPNPNPNPNPNPNPNPNPNPNPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE VAULTELECVAULT ELEC VAULTELEC UDUDSSMH A7-4SSMH A7-3SSMH A7-2SSMH A7-1SSMH A2W-8 8" PVC 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENTPROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT71' ROW44'FL-FL77' ROW50'FL-FLPROPOSED 8"PVC WATER LINELOT 9LOT 12TRACT ITRACT L5' SIDEWALK5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET AVIXEN DRIVEPROPOSEDFIRE HYDRANTSTORM DRAIN FSEE SHEET ST5RAIN GARDEN 4SEE SHEET RG4WATER LINE A2SEE SHEET WT10SANITARY LINE A6SEE SHEET SS8WATER LINE A1SEE SHEET WT7WATER LINE A2SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINEPROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS8RE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINS100-YEARBOXELDERFLOODPLAINU2UTILITY PLAN17CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U3 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1 MATCH LINE - SEE SHEET U5Is this fire hydrant inthe sidewalk?Separation betweenelectric line and hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 WVWVELECBRKRHYD WFOutilLIDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS ST ST FOFOFOW W W W W W W W W W W W W W W W G GNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NP NPUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE U G E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAULT ELEC VAULT ELECUDUDUDUDUDUDUD UDUDUD SSMH A12SSMH A11SSMH A10SSMH A9SSMH A8 8" PVC 8" PVC 8" P V C 8" PVC PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILI T Y E A S EM E N T 84' ROW54'FL-FLPROPOSED 12"PVC WATER LINEPROPOSED 12"PVC WATER LINELOT 13LOT 12TRACT LTRACT MTRACT N5' SIDEWALK 5' SIDEWALK 5' SID EW A L K 5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY CARRIAGE PARKWAY EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5CULVERT 1SEE SHEET ST7TRACT OPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2CONNECT TO EXISTING12" PVC WATER LINERE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSU3UTILITY PLAN18CALL 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.Feet0505050100150NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U6KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U2 Why does the non-potablewater line terminate here?Just looking for clarification.What is the size of the non-potablewater line? Private utilities 8 inchesor larger require an encroachmentpermit in each location where theycross public right-of-way.Where is the electricconnection for thisstreetlight?Separation betweenelectric line and hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 CCTVAULTF.O.ELECELECTCCTVAULTF.O.CFO FO FO FO FO FO FO FO FO FO FO FO FOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVWWWWWW WWWWWWWWWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SOUTHEAST FRONTAGE ROADINTERSTATE 25GG NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNP NP NP NP NPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDUDUDUDUDUDUDUD UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E U G E U G E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAU LTELECVAULT ELEC SSMH A2W-4SSMH A2W-5SSMH A2W-7SSMH A2W-6 8" P V C 8 " P V C PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT PROJECTBOUNDARY50'FL -FL77' ROWWATER LINE A1SEE SHEET WT6PROPOSED 8"PVC WATER LINELOT 1LOT 8TRACT FTRACT HTRACT JEXISTING 60" GREELEYRAW WATER LINE5' SIDEWALK 5' SIDEWALK STREET A 40' WATERLINEEASEMENTTOP OF DITCH (TYP.)10' UTILITYEASEMENTLAKE CANALTRIC CANALPROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4PROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET D3PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7RAIN GARDEN 2SEE SHEET RG2RAIN GARDEN 3SEE SHEET RG3PROPOSEDAIR RELEASE VALVE(ARV) (TYP.)SANITARY LINE A2 (W)SEE SHEET SS5PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE PUMP HOUSE(DESIGNED BY OTHERS)60' DITCHEASEMENTPROPOSEDREGIONAL TRAILU4UTILITY PLAN19CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U5 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U7KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U1Is this a bridge for theregional trail to crossthe canal? Pleaseclarify with labels.Is the non-potable water line permittedto run parallel in the ditch easement?Also, this is labeled as a DrainageEasement on the plat. Please clarifywhether this is a ditch easement or adrainage easement or both.If it was intentional for the Greeley rawwater line to have different linetypethan the existing or proposed watermains in the legend, then please add alinetype for this raw water line.Where is the electricconnection for thisstreetlight?Separationbetweenelectric lineand hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 H2O12" SS12" SSWWWWWWWWWWWWWWWWWWWNPNPNPNPNPNPNPNPNP NP NP NPNPUDUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UG E UG E U G E U G E U G E U G E U G E UG E UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVA U L T ELE C VA U L T EL E C UDSSMH A2W-8SSMH A4SSMH A6SSMH A5 12 " PVC 1 2 " P V C 12" P V C 8" PVC 8" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL84' ROW54'FL-FLPROPOSED 12"PVC WATER LINEPROPOSED 8"PVC WATER LINELOT 10LOT 11TRACT FTRACT JTRACT KEXISTING 60" GREELEYRAW WATER LING5' SIDEWALK5' SIDEWALK5' S IDEWALK5' S IDEWALKSTREET ACARRIAGE PARKWAYVIXEN DRIVE5' S IDEWALK 5' S IDEWALK40' WATER LINEEASEMENTLAKE CANALTRIC CANALSTORM DRAIN BSEE SHEET ST2LAKE CANAL CULVERT BSEE SHEET LC3PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4POND OUTLET 2SEE SHEET ST6TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ASEE SHEET ST1RAIN GARDEN 3SEE SHEET RG3RAIN GARDEN 4SEE SHEET RG4WATER LINE A1SEE SHEET WT7SANITARY LINE A2 (W)SEE SHEET SS6WATER LINE A2SEE SHEET W9WATER LINE ASEE SHEET WT2SANITARY LINE ASEE SHEET SS2PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)SANITARY LINE A6SEE SHEET SS870' DITCHEASEMENTU5UTILITY PLAN20CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U6 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U8KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4 MATCH LINE - SEE SHEET U2Utility separation betweenelectric line and hydrant?Separation betweenelectric line and hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS GGGGGGGGGGGGGGGG G G G G G G G G G G GGGGGG T8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" WHYDFESFES WWWWWUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE VAULTELEC VAULTELECVAULTELECUDUDUDUD SSMH A9SSMH A8SSMH A7 8" PVC 8" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILI T Y E A S EM E N TPROPOSED 12"PVC WATER LINETRACT MTRACT N5' SID EW A L K 5' SIDEWALK5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYVIXEN DRIVEPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSCULVERT 1SEE SHEET ST7RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4GREGG SSCHMIDTKE4607 KITCHELL WAY,FORT COLLINSSTORM DRAIN BSEE SHEET ST2WATER LINE ASEE SHEET WT3SANITARY LINE ASEE SHEET SS2WATER LINE A2(E)SEE SHEET W9CONNECT TO EXISTING 8"PVC WATER LINESANITARY LINE A6SEE SHEET SS8EXISTING 8"PVC WATER LINEEXISTINGFIRE HYDRANTEXISTING 24"RCP STORM CULVERTU6UTILITY PLAN21CALL 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.Feet0505050100150NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U9KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U5 MATCH LINE - SEE SHEET U3Separation betweenelectric line and hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 6" W6" WDDTRAFFICVAULTTRAFFICVAULT/ / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEEEETVAULTF.O.CELECELECF ESFESFESEEEEEEEEEEEEEEEEEEEEDDDDDDVAULTELECVAULTELECVAULTELECVAULTELECVAULTELECWWWWWWWWWWW W W W W W W W W W WWWEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGGGGGGGGGGGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUDUDUDUDUDUDUGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEVAULT ELECSSMH A2W-3SSMH A2W-2SSMH A2W-1 15" PVC 15" PVCPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT50'FL -FL77' ROWWATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT ETRACT FSTREET A5' SIDEWALK5' SIDEWALK6' SIDEWALKEXISTING 30' UTILITYEASEMENT30' UTILITYEASEMENTPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1PROPOSEDAIR RELEASE VALVE(ARV) (TYP.)SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN C2SEE SHEET ST3U7UTILITY PLAN22CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U8 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U4Separationbetweenelectric lineand hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 GGGGGXCTVCTVXCCH2OMWT12" SS12" SS12" SS12" SSFESCONTROLIRRCONTROLIRRV.P.FESVAULTF.O.ELECHYD GASW W EEEWWEE EEEEEEEEG/ / / / / / / // / / / / / / // / / / / / / / X FO FO FOGGGELECEEEEEEEEEEE EE E E EEEEEEEF F ESELECELECELECELECELECFOVAULTF.O.VAULTF.O.FOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWEEEEEEEEEGGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGGGNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPNPUDUDUDUDUDUDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWAY 232 1 WAY 132 1WAY 332 1WAY 432 1WAY 532 1 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE VAULTELECVAULT ELEC VAULTELECVAULTELECSSMH A2 (DROP MANHOLE)EX SSMH ASSMH A1 18" PVC 18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANT9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL77' ROW50'FL-FLPROPOSED 12"PVC WATER LINELOT 2LOT 3LOT 5LOT 4TRACT FTRACT KEXISTING 60" GREELEYRAW WATER LINGSTREET ACARRIAGE PARKWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK6' SIDEWALK40' WATER LINEEASEMENT30' UTILITYEASEMENTPROSPECT ROADLAKE CANALTRIC CANALLAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC1TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ###WATER LINE A1SEE SHEET WT5WATER LINE A1(E)SEE SHEET WT8SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)CONNECT TO EXISTING12" PVC WATER LINECONNECT TO EXISTING6" PVC WATER LINESANITARY LINE A2 (E)SEE SHEET SS7WATER LINE ASEE SHEET WT1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT12CITY OF FORT COLLINSSWITCH GEAR50' LAKE CANALEASEMENTRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE SHEET D4LOT 7LOT 6PROPOSEDFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A3STORM DRAIN C2SEE SHEET ST370' DITCHEASEMENT65.2' DITCHEASEMENTU8UTILITY PLAN23CALL 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.Feet0505050100150MATCH LINE - SEE SHEET U9 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 WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP OF PIPE.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 LARIMER COUNTY URBAN AREA STREETSTANDARDS.10.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.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 CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFERSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125MATCH LINE - SEE SHEET U4KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 U1U2U3U4U5U6U7U8U9MATCH LINE - SEE SHEET U7 Are there actually twoelectric lines here, oris this a printing error?Separation betweenelectric line and hydrant?Separation betweenelectric line and hydrant?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WELLWELLWELLWELLWELLWELLWELLWELLSOUTHEAST FRONTAGE ROADINTERSTATE 25100 YR BOXELDER FLOODPLAIN EXISTING FIBER OPTIC VAULT EXISTING ELECTRIC BOX EXISTING 10" PVC SANITARY SEWER PROJECT BOUNDARY LOT 8 TRACT I TRACT C TRACT B TRACT D TRACT A LOT 9 10' UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 2.3 % 1.7%1.3%0.7% PROPOSED DITCH REALIGNMENT (20.82)(18.81)(1 8 . 5 1 )(18.56)18. 4 9 18.7819.6320.9019.88 1 9 . 5 8 20.9319. 9 3 18.43 19.9320.9318.43 18.88 17.4017.40 19.88 19. 9 6 19.40 18.40 16.9516.95 19.4419. 5 4 18.44 17.44 15.9415.94 18.44 17.44 18.69 19.00 18.80 18.4919. 7 9 10' WIDE REGIONAL TRAIL 10' REGIONAL TRAIL0.3%0.3%0.3%0.3%0.4%0.4%G1 GRADING PLAN57 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G2PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G4 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 What are the existing contours in this area? Please label this contour. Please label these contours. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 UD UD 9' U T I L I T Y E A S E M E N T 9' U T I L I T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 71' ROW 44' FL-FL 77' ROW 50' FL-FL LOT 9 LOT 12 TRACT I TRACT L PROPOSED CONCRETE CULVERT 5' S IDEWALK 5' S I D E W A L K 5' S I D E W A L K 5' SI D E W A L K 5' SI D E W A L K STR E E T A VI X E N D R I V E 0.9%1.2%1.2%1. 5 % 2.3 %1.6%1.2%6:1(25.10)(24.85)2 5 . 7 125.3325.4626.1926.5527.5228.9426.3828.95 28.1226.53 24.8725.4025.9527.44 27.97 26.8126.2726.29 28.05 STORM DRAIN F SEE SHEET ST5 27.9919. 9 3 18.43 2 4 . 3 6 27.49 (22.46)(2 2 . 9 1 ) 0.3%0.3% 0.3% G2 GRADING PLAN58 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G3PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1Please label these contours and extend them to the property line. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UD UD UD UD UD UD U D UD UD UD UD UD UDUDSOUTHEAST FRONTAGE ROADINTERSTATE 259' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 1 LOT 8 TRACT F TRACT H TRACT J5' SIDEWALK5' SIDEWALKSTREET A40' WATERLINE EASEMENT TOP OF DITCH (TYP.) 10' PUBLIC UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT 10' UTILITY EASEMENT L A K E C A N A L T R I C C A N A L 2.2%1.3%4.1%1.2%16.7%20.0%1.1%1.3%5:12:1 6:15:133:1 Horizontal(17.12)(1 6 . 3 9 )(16.50)(11.77)2 1 . 5 615.1717.4320.02 16.7317.5016.101 6 . 0 4 17.9913.1712.6716.5516.67 17. 6 4 16.161 8 . 0 5 16.81 20.50 22.0019.0318.1717.1416.621 6 . 9 3 1 8 . 4 3 1 9 . 4 4 20.50 15.47 18.87 18.08 16.5016.5018.0117.15 (15.61)(15.49)(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 ) (1 4 . 9 5 )(15.00)(15.33)(15.51)(15.37)(15.36)(16.43)(16.15)(16.29)(16.66)(16.79)(16.54)(16.73)(16.66)(16.43)(16.15)(1 6 . 3 0 )(15.79)(15.75)(15.72)(15.85)(15.97)(16.16)(16.08)(16.15)LAKE CANAL CULVERT - C SEE SHEETLC3 TRIC CULVERT - B SEE SHEET TRIC1 POND CULVERT 2 SEE SHEET ST7 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 PROPOSED 20' CONCRETE SIDEWALK CULVERT SEE SHEET (XX) PROPOSED 20' RIBBED CONCRETE RUNDOWN w/ 20'x6' SCOUR-STOP SEE SHEET D3 16.82 16.63 16.59 16.40 16.34 16.1416.3515.40 13.9013.9016.40 15.40 17.2315.8515.6115.8114.53 14.70 1 7 . 1 9 16.99 14.671 4 . 4 314.3313.7713.5718.121 7 . 3 2 17.48 18.60 16.94 18.00 14.04 18.9618.16RAIN GARDEN 2 SEE SHEET RG2 RAIN GARDEN 3 SEE SHEET RG3 POND 210' REGIONAL TRAIL10' WIDE REGIONAL TRAIL 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL0.4%G4 GRADING PLAN60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G5PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G7 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G1 Please label the major contours TRIC and Lake Canal will need to sign this sheet to approve the grading and culvert work, as well as any other sheets involving work in TRIC or Lake Canal. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 UD UD UD UD UD UD UD UD 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T 9' UTI LI T Y E A S E M E N T PROJECT BOUNDARY 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT 77' ROW 50' FL-FL 84' ROW 54' FL-FL LOT 10 LOT 11 TRACT F TRACT J TRACT K 5' S IDEWALK 5' S IDEWALK 5' SI D E W A L K 5' SI D E W A L K STR E E T A CAR RI A G E P A R K W A Y VIXEN DR IVE 5' SI D E W A L K 5' SI D E W A L K 40' WATER LINE EASEMENT LAKE CANAL TRIC CANAL 0.7%1.3%16.7%1.2%0.6%6:16:1 2:1 (14.72)(15.12)(14.84)(14.81)(16.02)23.3223.79 1 5 . 3 9 21.381 8 . 7 7 14.43 21.582 0 . 3 5 24.8720.3919.03(1 4 . 9 5 )(15.87)(15.37)(1 5 . 3 1 )(15.08)(14.30)(1 4 . 2 8 ) (1 4 . 6 4 ) (1 4 . 4 3 )(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33)(7.71)(14.49)(14.64)(14.55)(14.31)(14.90)STORM DRAIN B SEE SHEET ST2 LAKE CANAL CULVERT - B SEE SHEET LC3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN A SEE SHEET ST1 PROPOSED 4' RIBBED CONCRETE RUNDOWN w/ 4'x4' SCOUR-STOP SEE SHEET D3 PROPOSED 4' CONCRETE SIDEWALK CULVERT SEE SHEET D4 ???16. 5 9 16.73 1 7 . 0 915.6714.1115.661 6 . 6 7 15.19 14.84 14.66 20.36 15.2619.3818.77 17.23 21.822 4 . 3 6 21.812 1 . 4 6 RAIN GARDEN 3 SEE SHEET RG3 POND 2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL G5 GRADING PLAN61 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G6PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G8 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G2 Please label at least one of these contours to indicate the direction of the slope. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 8" SS8" SS8" SS8" SS8" SS8" SS8" SSG G G G G G G G G G G G G G G GGGGGGGGGGGGGGGGG8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W 8" WFESFESUD UD UD UDPROJECT BOUNDARY9' UT IL ITY EASEMENT9' UTILI T Y E A S E M E N T 9' UTILITY EASEMENTTRACT M TRACT N5' SIDEWALK5' SIDEWALK5' S IDEWALK 5' S IDEWALK CARRIAGE PARK WAY VIXEN DR IVE POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS 0.7%6:16:16: 1 250:1 4:1 4:12:16:1 1 0 : 1 6:1 2:1 (1 9 . 8 0 )(21.73)26.1723.3523.3223.79 23.7923.8725.1325.5425.56 20.8818.04 22.95 17.9424.87POND CULVERT 1 SEE SHEET ST7 STORM DRAIN B SEE SHEET ST2 GREGG S SCHMIDTKE 4607 KITCHELL WAY, FORT COLLINS22.7124.2922.7322.78 18.66 20.70 RAIN GARDEN 5 SEE SHEET RG4 POND 3 POND 3 G6 GRADING PLAN62 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125MATCH LINE - SEE SHEET G9 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G5MATCH LINE - SEE SHEET G3 Can these labels be spaced further apart for readability? Please label these contours. It's very difficult to follow them from other parts of the sheet, since the lines are so close together. Please label existing contours. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 Poudre School District and Town of Timnath will need to approve the work shown on this sheet. Please coordinate with them to determine the best method of showing their approval of this work. DD / / / / / / / // / / / / / / // / / / / / / /FE SFE SD D D D DD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /UDUDUDUDU D U D U D UD UDUDUD UD9' UTILITY EASEMENT9' UTILITY EASEMENTPROJECT BOUNDARY 50' FL -FL 77' ROW LOT 2 LOT 1 LOT 4 TRACT E TRACT F S T R E E T A5' S IDEWALK 5' S IDEWALK 6' SIDEWALK 30' UTILITY EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD 3.8%1.3%4.1%3.3%1.3%1.7%100:15:110:115:15:15:1(8.12)(6.56)(7 . 1 7 ) (1 0 . 2 7 )10.7595.5010.3510.7621.272 1 . 5 6 18.3910.6010.351 2 . 2 6 11.2613.1712.6720.50 22.0020.50 18.02(16.04)(14.97)(15.60)(14.81)(1 4 . 7 7 ) (1 4 . 9 5 )(15.00)(15.33)(15.51)POND OUTLET 1 SEE SHEET ST6 STORM DRAIN D SEE SHEET ST4 STORM DRAIN C SEE SHEET ST3 1 4 . 4 314.3313.7713.5713.1112.921 1 . 9 2 1 1 . 6 5 10.109.379.179.419.219.509. 3 0 11.6011.4013.6713.4713.951 2 . 6 9 18.0916.94 18.00 14.04 RAIN GARDEN 1 SEE SHEET RG1 RAIN GARDEN 1 SEE SHEET RG1 POND 1 10' WIDE REGIONAL TRAIL 10' WIDE REGIONAL TRAIL G7 GRADING PLAN63 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G8PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G4 Please label enough of the existing contours to show the current slopes and how the proposed grading will tie in. Can these labels be spaced further apart for readability? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 XX FE SCONTROL IRR CONTROL IRR V.P.FE S GAS / / / / / / / // / / / / / / // / / / / / / /XFFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / UD UD UD UD UD UD 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 84' ROW 54' FL-FL 77' ROW50' FL-FL LOT 2 LOT 3 LOT 5 LOT 4 TRACT F TRACT K STREET A CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 40' WATER LINE EASEMENT 30' UTILITY EASEMENT PROSPECT ROAD LAKE CANAL LAKE CANALTRIC CANAL 15' UTILITY EASEMENT1.4% 1.7% 1.9%1.6%1.9%2.5%1.7%4.4 %1.0%(14.95)(14.72)(15.12)(1 3 . 7 7 )(9.79)(8 . 5 8 )(14.84)(14.81)1 0 . 8 710.769.10 17. 3 5 17.51 17.41 15.77 16.0521.2716.22 15.3814.0612. 3 1 13.06 12.3312.9913.68 16.27 16.5616.8016.501 5 . 3 9 21.381 8 . 7 7 14.43 18.65 15.90 17.35 12.9818.0212.6413.9115.65(1 4 . 9 5 )(15.87)(15.37)(1 5 . 3 1 )(15.08)(14.30)(1 4 . 2 8 ) (1 4 . 6 4 ) (1 4 . 4 3 )(14.06)(14.54)(14.61)(14.75)(15.01)(15.00)(15.33)(14.70)(15.01)(14.87)(13.97)(1 3 . 2 7 )(13.82)(1 3 . 4 5 ) (1 3 . 7 3 )(7.71)(14.49)(14.64)(14.55)(14.31)(14.90)LAKE CANAL CULVERT - B SEE SHEET LC3 STORM DRAIN C SEE SHEET ST3 POND OUTLET 2 SEE SHEET ST6 TRIC CULVERT - A SEE SHEET TRIC1 STORM DRAIN E SEE SHEET ST4 ???16. 5 9 16.73 1 7 . 0 915.6714.1115.661 5 . 6 0 16.021 6 . 6 7 1 7 . 5 3 17.5115.19 14.84 14.66 20.36 18.0915.2619.3818.77 17.23 17.4717.47 17.44RAIN GARDEN 1 SEE SHEET RG1 LAKE CANAL CULVERT - A SEE SHEETS LC1 & LC2 5' WIDE LOCAL TRAIL 5' WIDE LOCAL TRAIL LOT 7 LOT 6 G8 GRADING PLAN64 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G9PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 MATCH LINE - SEE SHEET G5 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 MATCH LINE - SEE SHEET G7Please label the proposed roadway contours. Can these labels be spaced further apart for readability? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 X XXXX XXS S E WW SSSSSSSSSS XV.P. V.P. V.P.V.P. S SSSS/ / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /12" W8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGGGG G G G G G G G G 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W F F 8" W8" W 8" W8" W8" W8" W8" WF E SFE S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / PROJECT BOUNDARY POUDRE SCHOOL DISTRICT PROSPECT 6-12 SCHOOLS PROSPECT ROAD C A C H E L A P O U D R E R E S E R V O I R I N L E T 15' UTILITY EASEMENT 15.08 16.02 15.4317.70 13.91LOT 7 G9 GRADING PLAN65 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 MATCH LINE - SEE SHEET G8PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN 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 FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY ALOT TYPE LEGEND: PROPOSED GRADE BREAK SheetRUDOLPH FARMThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 125 MATCH LINE - SEE SHEET G6 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25G1 G2 G3 G4 G5 G6 G7 G8 G9 Please label these contours. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/29/2022 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEU G E UGEUGEUGEUGEUGEUGEUGE UGE F ESCONTROLIRRCONTROLIRRV.P.FESDD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /FESFESDDDD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CARRIAGE PARKWAY6' SIDEWALK30' UTILITYEASEMENTPROSPECT ROADPROSPECT ROAD105.52' ROW6' SIDEWALKPROPOSED 30"CURB & GUTTERR25'R65'R85'STORM DRAIN CSEE SHEET ST3PROPOSEDTYPE-R INLETTIE INTO EXISTINGCURB & GUTTERSTA 12+55TIE INTO EXISTING6' SIDEWALKSTORM DRAIN DSEE SHEET ST4POND OUTLET 1SEE SHEET ST6LAKE CANAL CULVERT ASTA. = 19+52.92(PROSPECT ROAD)STA. = 10+00.00(CARRIAGE PARKWAY)PROPOSED 30"CURB & GUTTERPROPOSED 18"CURB & GUTTER78'FL -EOASTORM DRAIN C2SEE SHEET ST3490549104915492049254905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004916.034913.58 4912.28 4911.82 4912.28 4912.90 4913.95 4916.834915.314914.664914.084913.164912.804912.53 4912.07 4911.92 4911.84 4911.87 4911.98 4912.13 4912.43 4912.58 4912.73 4913.16 4913.43 4913.69 4914.21 4914.48 4914.74 -3.50%-1.00%0.60%1.05%1.05%PVI STA = 12+59.09PVI ELEV = 4917.37 PVI STA = 17+94.87 PVI ELEV = 4912.85 PVI STA = 19+52.92 PVI ELEV = 4914.51 210.0' VCPVI STA = 13+66.62PVI ELEV = 4913.61BCVS: 12+61.62BVCE: 4917.29ECVS: 14+71.62EVCE: 4912.56 A.D. = 2.50K = 84.00155.0' VCLP ELEV = 4911.82LP STA = 15+94.20PVI STA = 15+74.83PVI ELEV = 4911.53BCVS: 14+97.33 BVCE: 4912.30 ECVS: 16+52.33 EVCE: 4911.99 A.D. = 1.60K = 96.8749004905491049154920492549004905491049154920492512+0013+0014+0015+0016+0017+0018+0019+0020+004914.504912.13 4910.84 4910.27 4910.85 4911.47 4912.52 4915.274913.804913.184912.624911.724911.374911.09 4910.59 4910.46 4910.33 4910.40 4910.55 4910.70 4911.00 4911.15 4911.30 4911.73 4911.99 4912.26 4912.78 4913.04 4913.31 -3.36%1.05%1.05%0.60%-1.00%-1.00%-0.50%0.50%0.60%PVI STA = 12+55.01PVI ELEV = 4915.93 PVI STA = 19+52.97 PVI ELEV = 4913.08 PVI STA = 17+94.92 PVI ELEV = 4911.42 PVI STA = 14+97.38 PVI ELEV = 4910.87 PVI STA = 15+27.25 PVI ELEV = 4910.57 PVI STA = 15+94.25 PVI ELEV = 4910.24 PVI STA = 16+19.25 PVI ELEV = 4910.36 PVI STA = 16+52.38 PVI ELEV = 4910.56 210.0' VCPVI STA = 13+66.67PVI ELEV = 4912.18BCVS: 12+61.67BVCE: 4915.71ECVS: 14+71.67EVCE: 4911.13 A.D. = 2.36K = 88.87STA.=19+52.92 INTERSECTION OF PROSPECT ROAD & CARRIAGE PARKWAY PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR1PLAN & PROFILE PROSPECT ROAD (INTERIM)70NORTHCENTERLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEPROSPECT ROADSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 20+00R2 LINE MATCH STA 20+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R1R2R3R4Is it possible to get theseK-values up to the LCUASSminimum of 96? I understandthat this may be difficult dueto existing conditions, butplease do everything you canto get as close as possible tothe LCUASS minimum. Wecan discuss a variancerequest if you can't get themall the way up to 96.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022Do this arrow andlabel go together? UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGECONTROL IRR/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT 84' ROW54'FL-FL77' ROW50'FL-FLSTREET ASEE SHEET R3CARRIAGE PARKWAY5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK6' SIDEWALKPROSPECT ROAD SEE SHEET R1 STORM DRAIN CSEE SHEET ST3117' ROW90'FL-FLR20'R20'8' CONCRETE PANR65'R85'STA. = 15+38.50(CARRIAGE PARKWAY)STA. = 10+00.00(STREET A)R20'R20'8' CONCRETE PANPROPOSEDCOMBINATION INLETPEDESTRIAN REFUGEw/ 6' SIDEWALK & PED.ACCESS RAMPSSTA. = 10+00.00(CARRIAGE PARKWAY)STA. = 19+52.92(PROSPECT ROAD)R25'6' SIDEWALKLAKE CANAL CULVERT - BSEE SHEET LC349004905491049154920490049054910491549209+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+7549054910491549204925490549104915492049259+5010+0011+0012+0013+0014+0015+0016+0016+754912.09 4912.68 4913.28 4913.88 4914.744916.01 4912.23 4912.38 4912.53 4912.83 4912.98 4913.13 4913.43 4913.58 4913.73 4914.034914.244914.494915.074915.404915.734916.364916.71 4914.51 4913.66 4914.26 4914.86 4915.724916.74 4913.96 4913.49 4913.29 4913.23 4913.36 4913.51 4913.81 4913.96 4914.11 4914.41 4914.56 4914.71 4915.014915.224915.474915.974916.224916.474917.094917.44 4911.49 4911.99 4912.53 4913.13 4913.96 4914.934915.93 4911.61 4911.74 4911.86 4912.11 4912.24 4912.38 4912.68 4912.83 4912.98 4913.28 4913.49 4913.73 4914.194914.434914.684915.184915.434915.684916.274916.62 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.00%-2.20%0.60%1.00%PVI STA = 10+00.00 PVI ELEV = 4914.51 PVI STA = 10+43.50 PVI ELEV = 4913.55 PVI STA = 14+35.55PVI ELEV = 4915.07PVI STA = 15+93.22PVI ELEV = 4916.65 90.0' VCLP ELEV = 4913.20LP STA = 11+06.75PVI STA = 10+95.50PVI ELEV = 4913.03BCVS: 10+50.50 BVCE: 4913.48 ECVS: 11+40.50 EVCE: 4913.30 A.D. = 1.60K = 56.251.00%1.33%1.00%-2.00%0.50%0.60%PVI STA = 10+84.50 PVI ELEV = 4912.29 PVI STA = 10+95.50 PVI ELEV = 4912.07 PVI STA = 11+10.50 PVI ELEV = 4912.14 PVI STA = 14+34.55PVI ELEV = 4914.08PVI STA = 15+00.51PVI ELEV = 4914.74PVI STA = 15+77.16PVI ELEV = 4915.76PVI STA = 15+94.17PVI ELEV = 4915.93 0.50%0.60%0.93%1.00%PVI STA = 10+00.00 PVI ELEV = 4911.49 PVI STA = 11+64.21 PVI ELEV = 4912.31 PVI STA = 13+29.21 PVI ELEV = 4913.30 PVI STA = 14+44.73PVI ELEV = 4914.37PVI STA = 16+00.45PVI ELEV = 4915.93 STA.=15+38.50INTERSECTION OFCARRIAGE PARKWAY& STREET A 42" RCP STORMSTA.=11+01.30INV.=4906.22397.74 LF 42" RCP @ 0.26%42" RCP STORMSTA.=11+03.59INV.=4906.06INLET C3 STA 11+01.93 RIM 4912.2± INV. OUT 4906.32 (W)R3PLAN & PROFILE CARRAIGE PARKWAY72 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCH STA16+75 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6STAMATCH LINE SEE SHEET 16+75R6 Per LCUASS Table7-3, the minimum sagK-value for a collectorstreet is 64.Do this arrow andlabel go together?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 49034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0049034905491049154920492549034905491049154920492516+7517+0018+0019+0020+0021+0022+0023+0024+0025+0026+004917.41 4918.41 4918.10 4917.58 4918.14 4918.76 4919.394920.024920.65 4917.76 4918.07 4918.29 4918.45 4918.39 4918.25 4917.94 4917.80 4917.68 4917.70 4917.83 4917.98 4918.29 4918.45 4918.61 4918.92 4919.084919.244919.554919.714919.864920.184920.334920.494920.804920.954921.10 4918.14 4919.13 4918.81 4918.39 4918.81 4919.41 4920.014920.614921.21 4918.49 4918.80 4919.01 4919.16 4919.10 4918.96 4918.66 4918.51 4918.42 4918.42 4918.51 4918.66 4918.96 4919.11 4919.26 4919.56 4919.714919.864920.164920.314920.464920.764920.914921.064921.364921.514921.66 -0.60%135.0' VCHP ELEV = 4919.16HP STA = 18+20.22PVI STA = 17+93.22PVI ELEV = 4919.45BVCS: 17+25.72 BVCE: 4918.50 EVCS: 18+60.72 EVCE: 4919.04 A.D. = 2.00K = 67.50120.0' VCLP ELEV = 4918.39LP STA = 20+00.00PVI STA = 20+00.00PVI ELEV = 4918.21BCVS: 19+40 BVCE: 4918.57 ECVS: 20+60 EVCE: 4918.57 A.D. = 1.20K = 100.004917.32 4918.39 4918.13 4917.55 4918.00 4918.58 4919.154919.724920.30 4917.67 4918.00 4918.24 4918.45 4918.41 4918.28 4917.98 4917.84 4917.70 4917.57 4917.72 4917.86 4918.15 4918.29 4918.43 4918.72 4918.864919.014919.294919.444919.584919.874920.014920.164920.444920.594920.73 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-0.60%0.57%0.57%-0.57%-0.57%PVI STA = 19+25.58 PVI ELEV = 4917.98 PVI STA = 20+73.61 PVI ELEV = 4917.85 PVI STA = 25+83.23PVI ELEV = 4920.78 PVI STA = 19+48.21 PVI ELEV = 4917.85 PVI STA = 20+10.91 PVI ELEV = 4917.49 135.0' VCHP ELEV = 4918.45HP STA = 18+27.46PVI STA = 18+00.45PVI ELEV = 4918.73BVCS: 17+32.95 BVCE: 4917.79 EVCS: 18+67.95 EVCE: 4918.33 A.D. = 2.00K = 67.50-0.60%0.50%0.63%-0.63%-0.50%PVI STA = 19+19.29 PVI ELEV = 4917.98 PVI STA = 20+54.57 PVI ELEV = 4917.85 PVI STA = 25+20.30PVI ELEV = 4920.78 PVI STA = 19+39.97 PVI ELEV = 4917.85 PVI STA = 19+97.27 PVI ELEV = 4917.56 135.0' VCHP ELEV = 4918.45HP STA = 18+21.17PVI STA = 17+94.17PVI ELEV = 4918.73BVCS: 17+26.67 BVCE: 4917.79 EVCS: 18+61.67 EVCE: 4918.33 A.D. = 2.00K = 67.50180" STORMSTA.=18+42.52INV.=4907.17180" STORMSTA.=17+97.20INV.=4910.73180" STORMSTA.=17+97.95INV.=4910.74180" STORMSTA.=18+43.83INV.=4907.21180" STORMSTA.=18+06.89INV.=4910.75180" STORMSTA.=18+53.32INV.=4907.2518" RCP STORMSTA.=20+67.42INV.=4911.50INLET A1 STA 20+13.96 RIM 4917.7± INV. IN 4912.00 (E) INV. OUT 4912.00 (W)30" RCP STORMSTA.=20+02.92INV.=4912.53INLET A2 STA ??? RIM 4918.2± INV. IN 4913.16 (E) INV. OUT 4913.06 (W)60" WATERSTA.=19+00.10TOP=4908.7760" WATERSTA.=18+90.46TOP=4908.7760" WATERSTA.=18+89.00TOP=4908.77UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEW W W W W W W9' UTILITY EASEMENT9' UTILITY EASEMENT9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT84' ROW54'FL-FL54'FL-FL5' S IDEWALK 5' S IDEWALK40' WATER L INEEASEMENTCARRIAGE PARKWAY5' SIDEWALK5' SIDEWALKSTORM DRAIN BSEE SHEET ST2PROPOSED 4' RIBBEDCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPSEE SHEET D3PROPOSED 4' CONCRETESIDEWALK CULVERTSEE SHEET D4POND OUTLET 2SEE SHEET ST6TRIC CULVERT - ASEE SHEET TRIC1STORM DRAIN GSEE SHEET ST5TRICLAKECANALLAKE CANAL CULVERT - BSEE SHEET LC3STA 20+84.6460" CITY OFGREELEY WLLOT 11R4PLAN & PROFILE CARRAIGE PARKWAY73 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+75R5 LINEMATCHSTA16+50( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 26+00R7 LINEMATCH STA26+00 R3R4R5R6Please label the endpoints of this curve.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/30/2022 491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+00491049154920492549304910491549204925493026+0027+0028+0029+0030+0031+0032+0033+0034+004921.85 4922.45 4923.05 4923.65 4924.23 4924.814925.38 4921.40 4921.55 4921.70 4922.00 4922.15 4922.30 4922.60 4922.75 4922.90 4923.20 4923.35 4923.50 4923.79 4923.94 4924.08 4924.374924.524924.664924.954925.104925.244925.534925.674925.82 4922.41 4923.01 4923.61 4924.21 4924.81 4925.414926.01 4921.96 4922.11 4922.26 4922.56 4922.71 4922.86 4923.16 4923.31 4923.46 4923.76 4923.91 4924.06 4924.36 4924.51 4924.66 4924.964925.114925.264925.564925.714925.864926.164926.314926.46 4921.48 4922.08 4922.68 4923.28 4923.90 4924.534925.16 4921.03 4921.18 4921.33 4921.63 4921.78 4921.93 4922.23 4922.38 4922.53 4922.83 4922.98 4923.13 4923.43 4923.58 4923.74 4924.064924.224924.374924.694924.854925.014925.324925.484925.64 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND0.60%PVI STA = 30+32.31 PVI ELEV = 4923.47 0.60%PVI STA = 29+69.38 PVI ELEV = 4923.4736" RCP STORMSTA.=31+92.29INV.=4917.4636" RCP STORMSTA.=32+09.66INV.=4917.5036" RCP STORMSTA.=31+98.17INV.=4917.2536" RCP STORMSTA.=32+15.68INV.=4917.3036" RCP STORMSTA.=32+12.12INV.=4917.0436" RCP STORMSTA.=32+29.80INV.=4917.0918" RCP STORMSTA.=30+07.97INV.=4918.5636" RCP STORMSTA.=32+21.24INV.=4917.0736" RCPSTA.=32+07.30INV.=4917.2836" RCPSTA.=32+01.42INV.=4917.48STA.=29+91.51 INTERSECTION UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUD W 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK VIXEN DRIVESEE SHEET R35' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT 9' UTILITY EASEMENT POND CULVERT 1SEE SHEET ST7STORM DRAIN BSEE SHEET ST2STA. = 28+91.51(CARRIAGE PARKWAY)STA. = 10+00.00(VIXEN DRIVE)R20'R20'R20'R20'8' CONCRETE PAN8' CONCRETE PANCARRIAGE PARKWAYTRACT MR5PLAN & PROFILE CARRAIGE PARKWAY74 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 26+00R6 LINE MATCH STA 26+00 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 34+00R8 LINEMATCHSTA34+00R3R4R5R6What is theproposedgrade for theright flowline?The slope isnot labeled.Please label the endpointof this curve.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/30/2022 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGEUGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEWWWDSSSSSSSSS SS SSSSSSSTSTSTWWWWW 9' UTILITY EASEMENT9' UTILITY EASEMENT84' ROW54'FL-FL5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAYSTORM DRAIN GSEE SHEET ST5491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00491549204925493049354915492049254930493534+0035+0036+0037+0038+0039+0040+0041+0042+00PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4927.21 4927.81 4928.36 4928.86 4929.21 4927.344925.74 4926.76 4926.91 4927.06 4927.36 4927.51 4927.66 4927.96 4928.11 4928.23 4928.48 4928.61 4928.73 4928.98 4929.11 4929.23 4929.014928.634928.064926.634926.134925.834925.864926.104926.35 -3.00%0.50%1.00%PVI STA = 36+50.16 PVI ELEV = 4928.11 PVI STA = 41+85.89PVI ELEV = 4926.46 120.0' VCHP ELEV = 4929.24HP STA = 38+85.10PVI STA = 39+27.96PVI ELEV = 4929.50BVCS: 38+67.96 BVCE: 4929.20 EVCS: 39+87.96EVCE: 4927.70 A.D. = 3.50K = 34.29120.0' VCLP ELEV = 4925.74LP STA = 40+98.28PVI STA = 40+68.28PVI ELEV = 4925.29BCVS: 40+08.28BVCE: 4927.09ECVS: 41+28.28EVCE: 4925.89 A.D. = 4.00K = 30.001.00%-3.00%0.50%PVI STA = 36+32.39 PVI ELEV = 4927.27 PVI STA = 41+46.92PVI ELEV = 4925.24 120.0' VCHP ELEV = 4928.52HP STA = 38+92.38PVI STA = 39+35.24PVI ELEV = 4928.78BVCS: 38+75.24 BVCE: 4928.48 EVCS: 39+95.24EVCE: 4926.98 A.D. = 3.50K = 34.29120.0' VCLP ELEV = 4924.99LP STA = 41+06.76PVI STA = 40+76.76PVI ELEV = 4924.54BCVS: 40+16.76BVCE: 4926.34ECVS: 41+36.76EVCE: 4925.14 A.D. = 4.00K = 30.004926.43 4927.06 4927.61 4928.11 4928.52 4926.844924.99 4925.96 4926.11 4926.27 4926.59 4926.75 4926.90 4927.22 4927.36 4927.48 4927.73 4927.86 4927.98 4928.23 4928.36 4928.48 4928.374928.044927.534926.104925.524925.154925.04 4926.54 4927.12 4927.64 4928.14 4928.50 4926.654925.10 4926.11 4926.25 4926.40 4926.69 4926.83 4926.98 4927.27 4927.39 4927.52 4927.77 4927.89 4928.02 4928.27 4928.39 4928.51 4928.314927.934927.374925.954925.464925.174925.25 1.10%-3.00%0.50%PVI STA = 36+25.97 PVI ELEV = 4927.27 PVI STA = 41+40.38PVI ELEV = 4925.42 120.0' VCHP ELEV = 4928.53HP STA = 38+86.00PVI STA = 39+28.86PVI ELEV = 4928.79BVCS: 38+68.86 BVCE: 4928.49 EVCS: 39+88.86EVCE: 4926.99 A.D. = 3.50K = 34.29INLET G3STA 41+04.13FL. EL 4925.1±INV. IN 4923.19 (SE)INV. OUT 4916.26 (W)18" RCP STORMSTA.=41+03.17INV.=4916.26INLET G2STA 41+10.51FL. EL 4925.0±INV. IN 4916.26 (E)INV. OUT 4922.74 (SW)120.0' VCLP ELEV = 4925.10LP STA = 40+95.60PVI STA = 40+67.79PVI ELEV = 4924.62BCVS: 40+07.79BVCE: 4926.42ECVS: 41+27.79EVCE: 4925.28 A.D. = 4.10K = 29.27R6PLAN & PROFILE CARRAIGE PARKWAY75 NORTHCENTERLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINECARRIAGE PARKWAYSCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 34+00R7 LI N E M A T C H S T A 34 + 0 0 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R3R4R5R6Per LCUASS Table7-3, the minimum sagK-value for a collectorstreet is 64. Thisapplies to the flowlineprofiles as well as thecenterline.Per LCUASS Table 7-3, theminimum crest K-value for acollector street is 44. This appliesto the flowline profiles as well asthe centerline.Please label the endpoint of this curve.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 UD UD UD UD UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEU G E U G E U G E UG E UGE UGE UGEUGEUGEUGEUGEUGEUGEU G E U G E UG EUGEUGEUGEUGEUGEUGEUGEUGEUGE W W W W W W W 9' UTILITY EASEMENT9' UTILITY EASEMENT50'FL -FL77' ROW5' SIDEWALK5' SIDEWALKSTREET A40' WATER LINEEASEMENTL A K E C A N A L T R I C C A N A LPROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET (XX)PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3LAKE CANAL CULVERT - CSEE SHEETLC3TRIC CULVERT - BSEE SHEET TRIC1POND CULVERT 2SEE SHEET ST7PROPOSED 20' CONCRETESIDEWALK CULVERTSEE SHEET (XX)PROPOSED 20' RIBBEDCONCRETE RUNDOWNw/ 20'x6' SCOUR-STOPSEE SHEET D3IRRIGATIONPUMP HOUSE49044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+5049044905491049154920492549044905491049154920492516+0017+0018+0019+0020+0021+0022+0023+0024+0025+0025+504919.86 4920.41 4920.58 4919.21 4917.71 4916.444916.814917.414918.01 4919.44 4919.58 4919.72 4919.99 4920.13 4920.27 4920.54 4920.67 4920.70 4920.33 4919.96 4919.58 4918.83 4918.46 4918.08 4917.33 4916.96 4916.63 4916.404916.514916.664916.964917.114917.264917.564917.714917.864918.16 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4919.16 4919.67 4919.99 4918.72 4917.22 4915.854916.034916.584917.13 4918.79 4918.91 4919.04 4919.29 4919.42 4919.54 4919.80 4919.94 4920.03 4919.80 4919.47 4919.09 4918.34 4917.97 4917.59 4916.84 4916.47 4916.10 4915.734915.764915.894916.174916.314916.444916.724916.864916.994917.27 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND4919.53 4920.03 4919.04 4917.54 4916.05 4915.964916.624917.284917.89 4919.08 4919.23 4919.38 4919.68 4919.82 4919.96 4919.97 4919.76 4919.42 4918.67 4918.29 4917.92 4917.17 4916.79 4916.42 4915.82 4915.73 4915.79 4916.124916.294916.454916.784916.954917.114917.444917.594917.744918.04 PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUND-1.50%90.0' VCHP ELEV = 4920.71HP STA = 18+67.07PVI STA = 18+87.92PVI ELEV = 4920.89BVCS: 18+42.92 BVCE: 4920.64 EVCS: 19+32.92 EVCE: 4920.21 A.D. = 2.05K = 43.9090.0' VCLP ELEV = 4916.40LP STA = 22+19.29PVI STA = 22+00.00PVI ELEV = 4916.21BCVS: 21+55 BVCE: 4916.88 ECVS: 22+45EVCE: 4916.48 A.D. = 2.10K = 42.860.55%-1.50%PVI STA = 18+06.93 PVI ELEV = 4919.70 90.0' VCHP ELEV = 4920.03HP STA = 18+79.33PVI STA = 19+00.19PVI ELEV = 4920.22BVCS: 18+55.19 BVCE: 4919.97 EVCS: 19+45.19 EVCE: 4919.54 A.D. = 2.05K = 43.900.55%-1.50%0.66%PVI STA = 17+28.40 PVI ELEV = 4919.70 PVI STA = 24+20.66PVI ELEV = 4917.41 90.0' VCHP ELEV = 4920.03HP STA = 18+00.80PVI STA = 18+21.65PVI ELEV = 4920.22BVCS: 17+76.65 BVCE: 4919.97 EVCS: 18+66.65 EVCE: 4919.54 A.D. = 2.05K = 43.9090.0' VCLP ELEV = 4915.73LP STA = 21+51.93PVI STA = 21+34.43PVI ELEV = 4915.52BCVS: 20+89.43 BVCE: 4916.20 ECVS: 21+79.43 EVCE: 4915.82 A.D. = 2.16K = 41.67INLET C2-B1STA 22+19.69RIM 4915.7±INV. IN 4908.72 (NW) INV. OUT 4908.72 (SE)36" RCP STORMSTA.=22+45.76INV.=4908.7515' x 4' CONCRETEBOX CULVERTSTA.=20+65.81INV.=4907.9915' x 4' CONCRETEBOX CULVERTSTA.=20+14.20INV.=4911.0115' x 4' CONCRETEBOX CULVERTSTA.=20+35.42INV.=4907.9915' x 4' CONCRETEBOX CULVERTSTA.=19+82.94INV.=4910.9936" RCP STORMSTA.=21+94.74INV.=4908.6036" RCP STORMSTA.=22+12.16INV.=4908.6336" RCP STORMSTA.=22+03.45INV.=4908.6315' x 4' CONCRETEBOX CULVERTSTA.=19+51.02INV.=4907.9815' x 4' CONCRETEBOX CULVERTSTA.=18+97.68INV.=4910.9836" RCP STORMSTA.=21+15.78INV.=4908.4836" RCP STORMSTA.=21+24.49INV.=4908.5036" RCP STORMSTA.=21+33.20INV.=4908.5090.0' VCLP ELEV = 4915.73LP STA = 22+32.51PVI STA = 22+11.66PVI ELEV = 4915.54BCVS: 21+66.66 BVCE: 4916.22 ECVS: 22+56.66EVCE: 4915.79 A.D. = 2.05K = 43.9060" WATERSTA.=19+98.70TOP=4909.7060" WATERSTA.=20+82.77TOP=4909.8360" WATERSTA.=21+12.83TOP=4909.95R8PLAN & PROFILE STREET A77 NORTHCENTERLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 16+00R7 STAMATCH LINE SEE SHEET 25+50R9 LINEMATCHSTA16+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 LINEMATCH STA25+50R7R8R9Please label the endpoint of this curve.Please label the endpointof this curve.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALK5' SIDEWALKSTREET AVIXEN DRIVESEE SHEET R10STA. = 35+18.70(STREET A)STA. = 14+38.67(VIXEN DRIVE)PROPOSED 30"VERTICAL CURB & GUTTERPROPOSED 30"VERTICAL CURB & GUTTERR20'R20'491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+50491049154920492549304910491549204925493025+5026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0035+504918.61 4919.21 4919.81 4920.41 4921.01 4921.61 4922.214922.814923.884925.39 4918.46 4918.76 4918.91 4919.06 4919.36 4919.51 4919.66 4919.96 4920.11 4920.26 4920.56 4920.71 4920.86 4921.16 4921.31 4921.46 4921.76 4921.91 4922.064922.364922.514922.664922.984923.224923.524924.254924.634925.00 2.20%1.50%PVI STA = 34+98.69PVI ELEV = 4925.36PVI STA = 35+18.70PVI ELEV = 4925.80 90.0' VCPVI STA = 33+47.90PVI ELEV = 4923.10BCVS: 33+02.90BVCE: 4922.83ECVS: 33+92.90EVCE: 4923.77 A.D. = 0.90K = 100.004917.70 4918.30 4918.90 4919.50 4920.10 4920.70 4921.304921.904922.684924.45 4917.55 4917.85 4918.00 4918.15 4918.45 4918.60 4918.75 4919.05 4919.20 4919.35 4919.65 4919.80 4919.95 4920.25 4920.40 4920.55 4920.85 4921.00 4921.154921.454921.604921.754922.054922.214922.414923.004923.384923.86 4918.49 4919.09 4919.69 4920.29 4920.89 4921.49 4922.094923.09 4918.34 4918.64 4918.79 4918.94 4919.24 4919.39 4919.54 4919.84 4919.99 4920.14 4920.44 4920.59 4920.74 4921.04 4921.19 4921.34 4921.64 4921.79 4921.944922.254922.474922.754923.474923.944924.44 0.60%1.50%2.34%90.0' VCPVI STA = 33+86.36PVI ELEV = 4922.42BCVS: 33+41.36BVCE: 4922.15ECVS: 34+31.36EVCE: 4923.10 A.D. = 0.90K = 100.001.50%2.00%PVI STA = 33+31.24PVI ELEV = 4923.56PVI STA = 33+85.30PVI ELEV = 4924.64 90.0' VCPVI STA = 32+55.44PVI ELEV = 4922.42BCVS: 32+10.44BVCE: 4922.15ECVS: 33+00.44EVCE: 4923.10 A.D. = 0.90K = 100.00PROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDPROPOSED GRADEEXISTING GROUNDR9PLAN & PROFILE STREET A78 NORTHCENTERLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINESTREET ASCALE : 1" = 40' (H) 1" = 5' (V)LINE MATCH STA 25+50 ( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 STAMATCH LINE SEE SHEET 25+50R10 R7R8R9What is the proposed slope here?What is the proposed slope here?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 49104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+0049104915492049254930491049154920492549309+5010+0011+0012+0013+0014+0015+0016+0017+004923.56 4924.10 4924.60 4925.10 4925.60 4926.104926.65 4923.01 4923.39 4923.83 4924.23 4924.35 4924.48 4924.73 4924.85 4924.98 4925.23 4925.35 4925.48 4925.73 4925.854925.984926.244926.374926.514926.794926.924927.06 4923.49 4924.01 4924.51 4925.01 4925.514926.07 4923.04 4923.26 4923.63 4923.76 4923.88 4924.13 4924.26 4924.38 4924.63 4924.76 4924.88 4925.13 4925.264925.384925.644925.784925.924926.214926.364926.50 -2.20%2.00%0.50%0.50%PVI STA = 10+00.00 PVI ELEV = 4923.56 PVI STA = 10+28.00 PVI ELEV = 4922.84 PVI STA = 14+38.67 PVI ELEV = 4925.79 PVI STA = 15+06.00PVI ELEV = 4926.13 50.0' VCPVI STA = 10+81.00PVI ELEV = 4924.01BVCS: 10+56 BVCE: 4923.51 EVCS: 11+06 EVCE: 4924.13 A.D. = 1.50K = 33.330.55%0.50%1.58%0.90%PVI STA = 10+27.00 PVI ELEV = 4922.70 PVI STA = 10+45.50 PVI ELEV = 4923.00 PVI STA = 11+05.46 PVI ELEV = 4923.53 PVI STA = 15+03.43PVI ELEV = 4925.52PVI STA = 15+50.93PVI ELEV = 4925.79 49154920492549304935491549204925493049359+5010+0011+0012+0013+0014+0015+0016+0017+004923.49 4924.00 4924.50 4925.00 4925.504926.04 4923.14 4923.31 4923.63 4923.75 4923.88 4924.13 4924.25 4924.38 4924.63 4924.75 4924.88 4925.13 4925.254925.384925.644925.774925.914926.174926.304926.43 0.55%0.50%0.76%0.70%PVI STA = 10+27.00 PVI ELEV = 4922.97 PVI STA = 10+44.49 PVI ELEV = 4923.10 PVI STA = 11+06.57 PVI ELEV = 4923.53 PVI STA = 15+04.53PVI ELEV = 4925.52PVI STA = 15+52.18PVI ELEV = 4925.79 PROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADESTA.=14+38.67 INTERSECTION OFVIXEN DRIVE &STREET B EXISTING GROUNDEXISTING GROUND9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT77' ROW50'FL-FL5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK STREET A SEE SHEET R9 VIXEN DRIVE5' SIDEWALK 9' UTILITY EASEMENT5' SIDEWALKR20'R20'R20'R20'PROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERPROPOSED 30" VERTICALCURB & GUTTERSTA. = 14+38.67(VIXEN DRIVE)STA. = 35+18.70(STREET A)STA. = 10+00.00(VIXEN DRIVE)STA. = 28+91.51(CARRIAGE PARKWAY)CARRIAGE PARKWAY SEE SHEET R5 71'ROW44'FL -FL71'ROW44'FL - FLR10PLAN & PROFILE VIXEN DRIVE79 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R13 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 R10R11Please label the endpoint of this curve.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/20221'-6"Can these centerlinesbe lined up exactly? WWWWSSSSSSS SS SS SSSSSS 9' UT IL ITY EASEMENT9' UT IL ITY EASEMENT71' ROW44'FL-FL5' S IDEWALK 5' S IDEWALK VIXEN DR IVEDITCH ASEE SHEET ST5100 YR BOXELDERFLOODPLAIN 491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+00491549204925493049354915492049254930493517+0018+0019+0020+0021+0022+0023+0024+004927.75 4928.30 4928.79 4928.11 4927.064926.01 4927.34 4927.47 4927.61 4927.89 4928.02 4928.16 4928.44 4928.57 4928.71 4928.76 4928.62 4928.38 4927.85 4927.594927.334926.804926.544926.284925.754925.49 -1.05%PVI STA = 23+55.99PVI ELEV = 4925.43 90.0' VCHP ELEV = 4928.79HP STA = 20+05.61PVI STA = 20+19.67PVI ELEV = 4928.96BVCS: 19+74.67 BVCE: 4928.71 EVCS: 20+64.67 EVCE: 4928.48 A.D. = 1.60K = 56.254927.20 4927.75 4928.18 4927.46 4926.484925.59 4926.79 4926.93 4927.07 4927.34 4927.48 4927.62 4927.89 4928.03 4928.15 4928.11 4927.94 4927.70 4927.22 4926.974926.734926.244926.004925.774925.404925.22 -0.74%0.55%-0.97%PVI STA = 17+19.29 PVI ELEV = 4926.76 PVI STA = 22+67.65PVI ELEV = 4925.83PVI STA = 23+65.80PVI ELEV = 4925.10 93.2' VCHP ELEV = 4928.19HP STA = 19+95.49PVI STA = 20+08.45PVI ELEV = 4928.35BVCS: 19+61.82 BVCE: 4928.09 EVCS: 20+55.07 EVCE: 4927.90 A.D. = 1.52K = 61.204927.10 4927.65 4928.18 4927.52 4926.384925.38 4926.69 4926.83 4926.96 4927.24 4927.38 4927.51 4927.79 4927.93 4928.06 4928.17 4928.05 4927.80 4927.23 4926.954926.664926.094925.814925.604925.174924.95 -1.14%0.55%-0.86%PVI STA = 17+37.69 PVI ELEV = 4926.76 PVI STA = 22+48.19PVI ELEV = 4925.83PVI STA = 23+68.20PVI ELEV = 4924.80 86.8' VCHP ELEV = 4928.19HP STA = 20+11.72PVI STA = 20+26.85PVI ELEV = 4928.35BVCS: 19+83.48 BVCE: 4928.11 EVCS: 20+70.23 EVCE: 4927.86 A.D. = 1.69K = 51.3518" RCP STORMSTA.=23+29.26INV.=4919.05INLET F3STA 23+15.75RIM 4925.2±INV. IN 4919.13 (E)INV. OUT 4919.13 (W)INLET F2STA 23+39.04RIM 4925.3±INV. IN 4918.98 (E)INV. OUT 4918.98 (W)PROPOSED GRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDPROPOSED GRADEPROPOSED GRADEEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDEXISTING GROUNDR11PLAN & PROFILE VIXEN DRIVE80 NORTHCENTERLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINE SEE SHEET 17+00R12 LINEMATCHSTA17+00( IN FEET )1 inch = ft.Feet040404080120SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallREXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25RIGHT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)LEFT FLOWLINEVIXEN DRIVESCALE : 1" = 40' (H) 1" = 5' (V)R10R11Please label the endpoints of this curve.What is the proposed slope here?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'11+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+004904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'12+504904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+004904490849124916490449084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'13+504904490849124916490449084912491602040600-20-40-60CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+004906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'14+504906490849124916490649084912491602040600-20-40-60CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'15+004906490849124916490649084912491602040600-20-40-60-2.20%-2.20%-1.91%-2.20%-1.91%-2.20%-1.91%-2.20%-1.95%-2.20%-2.04%-2.20%-2.20%-2.19%-2.20%-2.20%ROW ROW ROW ROW ROW ROW ROW ROW ROWROW CONTROL IRR CONTROL IRR VAULT F.O.GGGFO VAULT F.O.G/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /11+00 11+50 12+00 12+50 13+00 13+50 14+0014+5015+00 9' UTIL. EASEMENT9' UTIL. EASEMENT5' SIDEWALK5' SIDEWALKSTREET A CARRIAGE PARKWAYPROSPECT ROAD LOT 6LOT 3STORM DRAIN CSEE SHEET ST3EXISTING 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 INLETKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125XS1CROSS SECTIONS CARRIAGE PARKWAY86 NORTH( 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.CallRCARRIAGE PARKWAYCROSS SECTION PROFILESXS1XS2XS3XS4XS5XS6XS7Are the two sidesbeing constructeddifferently?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+00490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'22+50490849124916492049084912491649200204060800-20-40-60-80CENTERLINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'23+50490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+00490849124916492049084912491649200204060800-20-40-60-80CENTER LINEHorizontal Scale 1" = 20'Vertical Scale 1" = 2'24+50490849124916492049084912491649200204060800-20-40-60-80-2.20%-2.20%4914.54916.82-2.20%-2.20%4914.64916.79-2.20%-2.20%4914.64916.46 -2.20%-2.20%4914.6 4915.86-2.11%-2.20%4914.5 4915.17-2.25%-2.20%4914.5 4914.68 XXCCMWTELECELECELECELECFOFOFOFOFOFOFOFOFOWGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /22+00 22+50 23+00 23+50 24+00 24+50 25+00 LOT 7PROSPECT ROADKEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25 XS11CROSS SECTIONS PROSPECT INTERIM96 NORTH( 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.CallRPROSPECT INTERIMCROSS SECTION PROFILESSheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125EXISTING 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 INLETXS8XS9XS10XS11XS12What is this lineabove the sidewalk?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 FESCONTROLIRRCONTROLIRRV.P.F ESELECGASX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X ELECELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /9' UTILITY EASEMENT5' SIDEWALKPROSPECT ROAD15' UTILITY EASEMENTCARRIAGE PARKWAY 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED RAINGARDEN 1STORM DRAIN CSEE SHEET ST3R65'R85'R25'6' SIDEWALK6' SIDEWALK30" VERTICALCURB & GUTTERPEDESTRIANACCESS RAMP (TYP.)12.1811.4912.5512.8413.0812.3112.6212.5012.1612.0211.7411.6212.4512.70 13.1713.1312.7312.5012.5812.5812.5712.94 12.9312.8412.9113.7512.5612.7212.8813. 3 7 13.54 13.6813.4114.1814.5614.4412.8112.8012.2313.5114.5112.9015.5315.0013.9513.430.5%0.5%0.9%0.8%2.1%0.5% 1.2% 2.9%3.1%14.6813.6213.2213.8314.2215.182.2%2.2% 2.2%2.2%0.6%1.0%0.7%1.1%1.2%1.2%0.0%0.4%1.1%0.7 %30" VERTICALCURB & GUTTER1.9%2.2%13.9413.552.2% 2.2%R2.50R5.00R5.00LOT 6LOT 3SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125KEYMAP/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25EXISTING 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.PROPERTY BOUNDARYPROPOSED LOT LINEEASEMENT LINESAWCUT LINEEXISTING LOT LINEPROPOSED STORM INLETINT2DETAILS INTERSECTION99 NORTH( IN FEET )1 inch = ft.Feet02020204060CALL 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.CallRINTERSECTION DETAILPROSPECT ROAD & CARRIAGE PARKWAYDDCBAWhat is the elevation here?The spacing betweenthe easement line andthe ROW line looksdifferent on the plat.Where does theeasement line gofrom here?City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022 D5UTILITY DETAILS104SheetRUDOLPH 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 N S T R U C T I O N REVIEW SE T of 125CALL 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.CallRCurbFlareVariesCurbFlareRamp Curb CurbFlareRampVariesPanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional Ramps Case 2-Non-Directional Ramps VariesPanelsRampPanels FlareCurbCase 3-Mid-Block Ramps6"Panels Panels Flare 6"FlareVaries FORT COLLINS ONLYAligned withPedestrian flowGutterorApron ℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries2'-0"2'-0"AAFOC or ℄2'-0"BOC BOC1:12 max slope1:20slope Panels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curband GutterBOCSee Note 36"2"R.2" 6"6" 12"1 1/2"R.2'-6"6"4 1/2"30"9"R 0.5"4.5"18"3.63"21.75"R 0.13"7"2"3.75"12"ROLL-OVERVERTICAL(LOVELAND)Gutter edge may betapered or battered.(Typical for all Curb && Gutter Types)ATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minumum 14"/ft Maximum 3"/ftRadius = 8"1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inchesfrom flow line as shown.2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.4. Wood float finish is required over the sloped surface of ramp and flares.5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall matchstyle of adjacent curb and gutter.6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to amaximum width of 8 feet.7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Materialto be approved by local engineer8. T = Concrete thickness, 6" minimum for entire ramp area.SECTION A-APLAN VIEWN.T.S.N.T.S.NOTES:2' Transition (TYP.)4' (min)6"2'1:20 (max)1:12 (max)T, See Note 80" CurbLip of GutterDetectableWarningAA1/2" per ft.1" per ft.FlareCurbFlareDetectable WarningCurb Option,See Note 5Curb (TYP.)SIDEWALKSIDEWALK 0" Curb Height,See Section A-A(TYP)Standard Curband Gutter,See StandardDwg 701 (TYP)PedestrianLanding Area,See Note 22' (min)Double LinesNormal Width Line4" White4" Yellow4" Space4" WhitePreferential lane symbol(6' X 4') for designatedbikeways. White pavementmarking placed 65' (min) fromthe projected flowline andProjected Flowline (FL)NO CROSSPANContinental bars (9' X 1.5'):NO CROSSPAN OR EXISTING CROSSPANWhite Stop Bar (1.5' X Length)30' Gaps3:1 Ratio10' Segments4" WhiteBroken LineSTANDARDNO STOP BAR SPECIFIEDSTOP BAR SPECIFIEDSTOP BAR SPECIFIEDEXISTING CROSSPANCrosspan exits (no stop bar) -- shallNo crosspan -- shall be positioned along projected flowline.match the edge of the pan.Crosspan exits (stop bar specified) --shall be positioned along projectedflowline overlapping 4' of crosspan.12 3FL to stop bar14.5' Projected14.5' StopBar to FL13'9'1.5'6' Crosspan4'4'4'NOTES:Continental crosswalk bars shall be placedcentered on each lane line & in the center ofeach lane. (Lanes 5' wide or less shall notreceive a bar centered in the lane.) Both outsideContinental bars shall be centered on the curb &gutter when possible.If 6' crosspan exists, bars tomatch pan edge to 13' fromprojected FL.Exception: The downstream bike lane line shallterminate at the curb return.NOTE:All longitudinal (lane) striping shall terminate at thecontinental crosswalk bars when no stop bar exists.If a stop bar is specified, the striping shall terminateat the stop bar.65' (min)centered on bike lane.DrivewayDrivewaySidewalkSECTION A-ADetached SidewalkAttached SidewalkAttachedDetachedAll Sidewalk Thickness Shall Be 6" minimum.SidewalkNOTE:1. Sidewalk grade shall remain consistent across driveway2. For driveway design requirements, see CONST. DWG. Series 706 & 7073. This detail applies to Residential & Commercial driveways.6"2'-0"6'-0"T.C.F.L.Lip1/2" ExpansionJoint Material1/2" ExpansionJoint Material8" Commercial6" ResidentialAASidewalkMin.Please use the most current version of Construction Drawing 1606, updated in 2021.City of Fort CollinsDevelopment Review EngineeringSophie Buckingham, EIDate:09/29/2022Please add the LCUASS Trench Detail (Construction Drawing 2201).