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HomeMy WebLinkAboutNE PROSPECT & I-25 ODP - MA210006 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANSICGUELMNCGCGCGEUELMNLMNUEEPOLM1FA1FA1FA1CCOUNTY ROAD 5 INTERSTATE 25E PROSPECT RDMULBERRY ROAD/ HIGHWAY 14PROJECTSITEIAPPROXIMATE LOCATIONOF STREET CONNECTIONNATURAL HABITAT BUFFER ZONEAPPROXIMATE LOCATION OFBICYCLE/PEDESTRIAN TRAILWIDTH AS REQUIRED BY THECITY OF FORT COLLINSTRAILS MASTERPLANAPPROXIMATE LOCATIONOF TRAIL CONNECTIONLAND USE AREA BOUNDARYFORT COLLINS I-25 SUBAREAPLAN "ACTIVITY ZONE"ODP BOUNDARY /PROPERTY LINEPUBLIC STREETWITH BICYCLE LANES ASREQUIRED BY LCUASSAPPROXIMATE LOCATIONOF BUS / TRANSIT STOP12345 G0G432112345G0G43210000000000000000 PROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARYUEHIGH SCHOOL SITECGFORT COLLINS/I-25INTERCHANGECORNER LLCCGPARADIGMPROPERTIESIINDUSTRIAL± 73.48 ACRESCGIINTERSTATE 25CARRIAGE PARKWAY (COLLECTOR )PROPERTY BOUNDARYIINDUSTRIAL± 6.09 ACRESLARIMER COUNTY FA1KITCHELL SUBDIVISION16 D.U.80 AC5 AC/D.U.UEIUEPROPERTY BOUNDARYUEURBANESTATE± 9.49ACRESUELMNCLYDESDALE216 D.U.80 AC2.7 D.U./ACM1WATERDALELARIMER COUNTY 17637 AC4.75 D.U./ACBOXELDER CREEKEFORT COLLINS/I-25INTERCHANGECORNER LLCCLARIMERCOUNTYCG1303FRONTAGEHOLDINGSLLCPROSPECT ROAD/ LARIMER COUNTY ROAD #44 (ARTERIAL)PROPERTY BOUNDARY460’ – 660’INTERCHANGE STYLE(50' SETBACK ZONE)PROSPECT GATEWAY STYLE(50' SETBACK ZONE)EXISTING CACHE LAPOUDRE RESERVOIR INLET(50' NATURAL HABITATBUFFER ZONE)EXISTING APPARENTLAKE CANAL CO, DITCH(50' NATURAL HABITATBUFFER ZONE)CONCEPTUAL STREET CONNECTIONSAS REQUIRED BY LUC 3.6.3(F), TYPFOXGROVE TRAILCONNECTIONEXISTING GREELEYWATER EASEMENTPOTENTIAL TRAIL CONNECTIONTO PROPOSED SCHOOL SITEFULL MOVEMENT ACCESS INTERSECTIONFULL MOVEMENT ACCESS INTERSECTIONEXISTING BOXELDER CREEK BUFFER ZONEFLOODWAYFORMER FRONTAGEROAD ALIGNMENT(R.O.W. DEVOLVED BY CDOT)80' I-25 LANDSCAPE BUFFER80' I-25 LANDSCAPE BUFFERFORMER I/UEZONING BOUNDARY100 YEAR FLOODPLAIN50' SETBACK ZONE50' SETBACK ZONEEROSION BUFFER LIMITSPOTENTIALFUTURE TRAILUNDERPASSAMENDED I/UEZONING BOUNDARYCGCOMMERCIAL± 26.42 ACRES(10 AC. MAX BLOCK SIZE)CARRIAGEPARKWAY(ARTERIAL)LMNFOX GROVEFOXGROVE TRAILI-25 SUBAREA BOUNDARY(1,320 FT. OFFSET FROMCENTERLINE OF I-25)PHASE 1PHASE 1PHASE 2PHASE 2PHASE 2PHASE 3FULL MOVEMENT ACCESSSIGNALIZED INTERSECTIONProspect/I-25 ODP First AmendmentNORTH0100'200'400'1603 Oakridge Drive, Suite 100Fort Collins, CO 80525970-223-7577SHEET 1 OF 2MARCH 10, 2021REVISIONS:DATE:________________________________________________________________________________________________________________________________________________________________________1.LAND USES AND DENSITIES DEPICTED ON THIS OVERALL DEVELOPMENT PLAN REPRESENT DEVELOPMENT INTENTIONS AT THIS TIME, HOWEVER, THE APPLICANT RESERVES THERIGHT TO CHANGE LAND USES AND/OR DENSITIES IN THE FUTURE CONSISTENT WITH THE I, CG, AND U-E ZONING DISTRICTS. ANY ADDITIONAL LAND USES NOT ALLOWED IN THEAPPLICABLE ZONE DISTRICT MUST BE APPROVED ACCORDING TO THE CRITERIA AS SET FORTH BY THE CITY OF FORT COLLINS.2.LAND USE AREAS ARE DESIGNATED ON THIS OVERALL DEVELOPMENT PLANS ARE APPROXIMATE.3.PUBLIC STREETS WILL BE DESIGNED TO THE "LARIMER COUNTY URBAN AREA STREET STANDARDS". THE ACCESS POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS ONLY.PRECISE LOCATIONS OF ACCESS POINTS WILL BE DETERMINED AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.4.THE APPLICANT WILL WORK WITH THE CITY AND CDOT WITH RESPECT TO TRANSPORTATION IMPROVEMENTS IN THE AREA.5.OFF-SITE IMPROVEMENTS MAY BE REQUIRED AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS IN ORDER TO MEET LEVEL OF SERVICE FOR ALL MODES OFTRANSPORTATION.6.SIGHT DISTANCE EASEMENTS MAY BE REQUIRED ALONG THE PUBLIC ROADWAYS AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.7.PER LUC SECTION 3.7.3(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THEMINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS.8.NO DRIVEWAY ACCESS WILL BE ALLOWED ON PROSPECT ROAD.9.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS BOUNDARIES AND THEPROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFER ZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'S NATURAL AREAS, HABITATS, ANDFEATURES WILL BE PROVIDED AT THE TIME OF INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE REDUCED OR ENLARGED BY THE DECISIONMAKER DURING THE PDP PROCESS.10.ALL DEVELOPMENT THAT FALLS WITHIN THE PLANNING AREA FOR THE PROSPECT ROAD STREETSCAPE PROGRAM SHALL COMPLY WITH THE STREETSCAPE PROGRAM STANDARDS ASADOPTED BY THE CITY.11.DEVELOPMENT LOCATED WITHIN ONE THOUSAND THREE HUNDRED TWENTY (1,320) FEET (ONE_QUARTER [¼] MILE) OF THE CENTERLINE OF I_25 SHALL BE SUBJECT TO THEREQUIREMENTS OF DIVISION 3.9 OF THE CITY OF FORT COLLINS LAND USE CODE12.NATURAL HABITAT BUFFER ZONE: PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES.13.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANYCONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, TRAILS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THEBOXELDER CREEK FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.14.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, WALLS, AND TRAILS IS PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET, PERSECTION 10-45 OF CITY CODE. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONALENGINEER LICENSED IN COLORADO.15.STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS NOT ALLOWED IN THE FLOODWAY.16.ANY DISTURBANCE TO THE MAPPED EROSION BUFFER WILL REQUIRE A STABILITY STUDY.NOTESVICINITY MAPLEGENDLAND USE BREAKDOWNPARCELLAND USEPHASEPERCENT OF TOTAL SITEAREACGCOMMERCIALPHASE 123%+/- 26.42 ACIINDUSTRIALPHASE 269%+/- 79.57 ACUEURBAN ESTATEPHASE 38%+/- 9.49 ACTOTALS115.48 AC 1603 Oakridge Drive, Suite 100Fort Collins, CO 80525970-223-7577SHEET 2 OF 2MARCH 10, 2021REVISIONS:DATE:________________________________________________________________________________________________________________________________________________________________________Secretary of the Planning and Zoning BoardPLANNING & ZONING CERTIFICATEAPPROVED BY THE PLANNING AND ZONING BOARD OF THE CITY OF FORT COLLINS, COLORADOON THIS _____ DAY OF ______________, 20___. 20DATETHE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THEREAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WEACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID OVERALL DEVELOPMENT PLAN.WITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSOWNER'S CERTIFICATIONMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)Eric S. WhiteA.D., BYTHISDAY OFBY:20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: NEW DIRECTION IRA, INC. FBO BARBARA ANN MEDINA IRA20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: M. Jennet White20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: CW SUNTRUST20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: Christopher D. White20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: BOOREN LIMITED LIABILITY LIMITED PARTNERSHIIP20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: DUNKIN LIMITED LIABILITY LIMITED PARTNERSHIP20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)Robert C. Roth, Jr.A.D., BYTHISDAY OFBY:20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY:20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY: Daniel A. White20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY:Robert B. TaylorJane E. White20DATEWITNESS MY HAND AND OFFICIAL SEAL.NOTARY PUBLICADDRESSMY COMMISSION EXPIRES:THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MEAS .(PRINT NAME)A.D., BYTHISDAY OFBY:Laura Snortland FairfieldProspect/I-25 ODP First Amendment EEEXXXXXXXXXXXXXXXXXXXXXXXXOHUOHUOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHUOHUXSSSSSSSS SS SS SS SS SS SS SST SEBFOWWWWWWWWWWWEBWWEBWWWSFOEBWIWFOWWSWWWWWSEBFOTWEBEBWWSS SSSSSSSSSSSSSSWWWWWWWWWW W W WWWWWWWWWWWWWWWWWWW WXXMH MH MHMHMHMHMHMHMH MHMHMHMHMHMHMHMH MH MH MH MH MH MH MH MH MH 12" W12" W12" W12" W12" W12" WCTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // 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/ / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WW W W W W W W W WEEECTVCTVOHEWWCTVEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOEEEEFOGGCTVCTV FOHYD VAULTF.O.V.P.V.P.V.P.V.P.V.P.CCABLEVAULTCABLECABLEELECELECVAULTELECELECVAULTELECGASCABLECABLECABLEWWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /W WGGXXX ELECBRKRV.P.V.P.BL BLBLBLBLBLBL BL BL BL BLBL BLBL BL BLBLBLBLBLBLBLBLBL BL BL BOXELDER CREEK C A R RIA GE PARKW A Y 12" SS 12" SS12" SS12" SS12" SS12" SSE E E E E E E E 8" SS 8" SS 8" SS S S EEEEEEEEE TSS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WS TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRONT8" W8" W 12345 G0G432112345G0G43210000000000000000 FOX GROVEPSD HIGH SCHOOLINTERSTATE 25PROSPECT ROADINTERSTATE 25 PROSPECT ROADBOXELDER CREEKTRICLAKE CANALLAKE CANAL TIMNATH RESERVOIR INLET CANAL (TRIC)60" CITY OF GREELEY WATERLINE60" CITY OF GREELEY WATER LINEFRONTAGE ROAD(ROW TO BE VACATED)FRON T A G E ROAD CARRIAGE PARKWAY (PROPOSED )PROPOSED 12" WATER LINECONNECTION TO 8" WATERLINE WITH REDUCERPROPOSED 12" WATERLINE CONNECTIONPROPOSED 12" WATER LINE CONNECTION TO CDOTNORTH I-25 IMPROVEMENTS (NORTH I-25 EXPRESSLANES 8-W-ELCO-001 PLAN SET)PROPOSED 8" WATERLINE CONNECTION12" W 12" W 12" W 12" W 12" W 12" W 12 " W 1 2 " W12" W12" W12" W 1 2 " W 12 " W 12" W 12" W 12" W 12" W E E E E E E E E E E EEEEEE E E E E E12" W12" W12" W12" W12" W12" W12" W12" WPARADIGMPROPERTIES FORT COLLINS/I-25INTERCHANGE CORNER LLC1303FRONTAGEHOLDINGSLLCFORT COLLINS/I-25INTERCHANGECORNER LLCKITCHELLSUBDIVISIONCLYDESDALEPROPOSED 12" WATERLINE CONNECTIONUEURBAN ESTATE±9.49 ACRESIINDUSTRIAL±73.48 ACRESIINDUSTRIAL±6.09 ACRESCGCOMMERCIAL±26.42 ACRESCG8" W PROPOSED 8" WATERLINE CONNECTIONSSSS8" W8" WSSSS8" W8" WSS8" W8" WSS8" W8" WSSSS8" W 8" WOPTIONAL 8" WATERLINE CONNECTIONSSSSOPTIONAL SANITARYSEWER CONNECTIONSSOPTIONAL SANITARYSEWER CONNECTIONEXISTING 12"SANITARY SEWEREXISTINGSANITARY SEWEREXISTING OVERHEADELECTRICSS SS SS SS SS SS SS S S SSSSSSSSSSSS SS SS SSPROPOSED SANITARYSEWER CONNECTIONFOR DEVELOPMENTPROPOSED WATER AND SANITARYSEWER CROSSINGS UNDERNEATHIRRIGATION CANALS AND GREELEYWATER TRANSMISSION MAIN.PROPOSED 12" SANITARYSEWER INTERCEPTOR BYOTHERSCONTINUE SEWER INTERCEPTORNORTH OF IRRIGATION CANALS ANDGREELEY WATER TRANSMISSION LINE.PROPOSED WATER AND SANITARYSEWER CONNECTIONS TO PARCEL (TYP.)SSSSPROPOSED SANITARYSEWER CROSSINGUNDERNEATH LAKE CANAL.EXISTING FIBER OPTICEXISTING GAS MAINEXISTING CABLE TVEXISTING ELECTRICEXISTING FIBER OPTICEXISTING GAS MAINNATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONE12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WPROPOSED 12" WATER LINE PER CDOT NORTH I-25IMPROVEMENTS (NORTH I-25 EXPRESS LANES8-W-ELCO-001 PLAN SET)PROPOSED EAST LARIMERCOUNTY 12" WATER MAIN8" W NATURAL HABITATBUFFER ZONEBOXELDER CREEK100-YEAR FLOODPLAINBOXELDER CREEKFLOODWAYEROSION BUFFERBOUNDARYCENTER OF BOXELDERCREEK CHANNELSheetPROSPECT/I-25 ODP FIRST AMENDMENT 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 E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 2U1MASTER UTILITY PLAN OVERALL DEVELOPMENT PLAN1 NORTHPUBLIC STREETLEGEND:NOTES:1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITYPLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENTPROJECT DEVELOPMENT APPLICATIONS.2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONSONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THETIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS.3.THE APPLICANT WILL WORK WITH THE CITY, EAST LARIMER COUNTY WATER DISTRICT,BOXELDER SANITATION DISTRICT, AND RESPECTIVE UTILITY PROVIDERS WITH RESPECTTO UTILITY IMPROVEMENTS IN THE AREA.4.ALL WATER LINES TIE INTO EAST LARIMER COUNTY WATER DISTRICT.5.ALL SANITARY SEWER LINE TIE INTO BOXEDLER SANITATION DISTRICT.6.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFICDEVELOPMENT PLANS.7.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORMDRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THEMINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITESPECIFIC PROJECT DEVELOPMENT PLANS.8.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION ANDAPPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITSBOUNDARIES AND THE PROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFERZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'SNATURAL AREAS, HABITATS, AND FEATURES WILL BE PROVIDED AT THE TIME OFINDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BEREDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS.LAND USE AREA BOUNDARYPROPOSED 12" WATER MAIN12" WODP BOUNDARY/PROPERTY LINEAPPROXIMATE LOCATION OFSTREET CONNECTIONFORT COLLINS I-25 SUBAREAPLAN "ACTIVITY ZONE"NATURAL AREA BUFFER ZONEAPPROXIMATE LOCATION OFBICYCLE/PEDESTRIAN TRAILAPPROXIMATE LOCATION OFTRAIL CONNECTIONEXISTING WATER MAINWPROPOSED SANITARY SEWERSSPROPOSED 8" WATER MAIN8" WEXISTING SANITARY SEWERSS( IN FEET )1 inch = ft.Feet0150150300450600PROPOSED ELECTRIC DUCT BANKE EEEXXXXXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUXTSEBFOWWWEBWWEBWWSFOEBWIFOWWSWWWWSEBFOTEBEBWWWWWWWWXXMH MH MHMHMHMHMHMHMH MHMHMHMHMHMHMHMH MH MH MH MH MH MH MH MH MH CTV / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXX XXXXXXXXXXXXXXXXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXBL BLBLBLBLBLBL BL BL BL BLBL BLBL BL BLBLBLBLBLBLBLBLBL BL BL BOXELDER CREEK C A R RIA GE PARKW A Y S S SSS TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON 12345 G0G432112345G0G43210000000000000000 DPDPDPAPPROXIMATE LOCATION OF 36"CULVERT PROPOSED PER CDOT NORTHI-25 EXPRESS LANES IMPROVEMENTSDPDPPROPOSED CULVERTOR STORM SEWERPROPOSED CULVERTOR STORM SEWERPROPOSED CULVERT OR STORMSEWER AT CONCEPTUAL STREETCONNECTIONSPROPOSED CULVERT OR STORMSEWER AT CONCEPTUAL STREETCONNECTIONSPROPOSED CULVERT OR STORMSEWER AT CONCEPTUAL STREETCONNECTIONSPROPOSED CULVERT OR STORMSEWER AT CONCEPTUAL STREETCONNECTIONSMAX. CAPACITY OF TRIC IS 190CFS PER TOWN OF TIMNATHMASTER DRAINAGE PLANSPILL AREA ASPILL AREA BDPDETENTION PONDREQUIRED VOLUME = 3.40 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 1.8 ACRESDETENTION PONDREQUIRED VOLUME = 1.84 AC-FTASSUMED DEPTH = 5 FTASSUMED TOTAL AREA = 0.5 ACRESDETENTION PONDREQUIRED VOLUME = 0.93 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.3 ACRESDETENTION PONDREQUIRED VOLUME = 0.57 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.2 ACRESDETENTION PONDREQUIRED VOLUME = 4.2 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.84 ACRESDETENTION PONDREQUIRED VOLUME = 1.38 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.4 ACRESDPDETENTION PONDREQUIRED VOLUME = 3.40 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 1.8 ACRESDETENTION PONDREQUIRED VOLUME = 2.1 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.5 ACRESDETENTION PONDREQUIRED VOLUME = 2.1 AC-FTASSUMED DEPTH = 5 FTASSUMED AREA = 0.5 ACRESDPDPFOX GROVEPSD HIGH SCHOOLINTERSTATE 25PROSPECT ROADINTERSTATE 25 PROSPECT ROADBOXELDER CREEKTRICLAKE CANALLAKE CANAL TIMNATH RESERVOIR INLET CANAL (TRIC)60" CITY OF GREELEY WATERLINE60" CITY OF GREELEY WATER LINEFRONTAGE ROAD(ROW TO BE VACATED)FRON T A G E ROAD CARRIAGE PARKWAY (PROPOSED )PARADIGMPROPERTIESFORT COLLINS/I-25INTERCHANGE CORNER LLC1303FRONTAGEHOLDINGSLLCFORT COLLINS/I-25INTERCHANGECORNER LLCKITCHELLSUBDIVISIONCLYDESDALEUEURBAN ESTATE±9.49 ACRESIINDUSTRIAL±73.48 ACRESIINDUSTRIAL±6.09 ACRESCGCOMMERCIAL±26.42 ACRESCGINATURAL HABITATBUFFER ZONEBOXELDER CREEK100-YEAR FLOODPLAINBOXELDER CREEKFLOODWAY10.47OP-66.09 AC.OP-35.63 AC.OP-220.79 AC.OP-14.32OP-468.18OP-5NATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONENATURAL HABITATBUFFER ZONELAKE CANALRELEASE RATE INTOCULVERT = 6.48 CFSRELEASE RATE INTODRAINAGE CHANNEL= 1.38 CFSRELEASE RATE INTOTRIC = 0.95 CFSRELEASE RATE INTOTRIC = 8.62 CFSRELEASE RATE INTO ROADSIDE DITCH = 1.15 CFSNOTE: DETENTION PONDS CAN BESCATTERED THROUGH THE SITE ANDPOND SIZES CAN VARY DEPENDENTON DEVELOPMENT PLANEROSION BUFFERBOUNDARYCENTER OF BOXELDERCREEK CHANNELSheetPROSPECT/I-25 ODP FIRST AMENDMENT 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 E N G I N E E R N GI EHTRON R N FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.comof 2D1MASTER DRAINAGE PLAN OVERALL DEVELOPMENT PLAN2 NORTHPUBLIC STREETLEGEND:NOTES:1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITYPLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENTPROJECT DEVELOPMENT APPLICATIONS.2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONSONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THETIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS.3.SPILL AREAS AREAS FROM TRIC ARE PER THE TOWN OF TIMNATH MASTER DRAINAGEPLAN AND ARE PROVIDED FOR REFERENCE. BANKS ALONG TRIC SHALL BE RAISED,GRADES IMPORTED, AND MINIMUM FINISH FLOOR ELEVATIONS PROVIDED DURINGPROJECT DEVELOPMENT PLANS TO PREVENT FLOODING TO PROPOSED STRUCTURES.4.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFICDEVELOPMENT PLANS.5.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORMDRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THEMINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITESPECIFIC PROJECT DEVELOPMENT PLANS.6.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION ANDAPPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITSBOUNDARIES AND THE PROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFERZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'SNATURAL AREAS, HABITATS, AND FEATURES WILL BE PROVIDED AT THE TIME OFINDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BEREDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS.7.DEVELOPMENT IMPROVEMENTS WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY,FLOODPLAIN, AND EROSION BUFFER ARE SUBJECT TO REGULATIONS PER CHAPTER 10OF THE CITY OF FORT COLLINS MUNICIPAL CODE. A FLOODPLAIN USE PERMIT AND/OR ANO-RISE CERTIFICATION WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITIESWITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY AND FLOODPLAIN.LAND USE AREA BOUNDARYODP BOUNDARY/PROPERTY LINEAPPROXIMATE LOCATION OFSTREET CONNECTIONFORT COLLINS I-25 SUBAREAPLAN "ACTIVITY ZONE"NATURAL AREA BUFFER ZONEAPPROXIMATE LOCATION OFBICYCLE/PEDESTRIAN TRAILAPPROXIMATE LOCATION OFTRAIL CONNECTIONAPPROXIMATE LOCATION OF SPILL AREA INTRIC PER TIMNATH MASTER PLANPROPOSED DETENTION PONDDPAPPROXIMATE BASIN BOUNDARYDRAINAGE CONVEYANCE PATH( IN FEET )1 inch = ft.Feet0150150300450600