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HomeMy WebLinkAboutPROSPECT / I-25 ODP FIRST AMENDMENT - Filed O-ODP/MASTER PLANS - Community Development & Neighborhood Services 281 N. College Ave Fort Collins, CO 80524 970.221.6689 fcgov.com/DevelopmentReview Minor Amendment Decision Letter September 7, 2021 Jason Messaros BHA Design Inc 1603 Oakridge Dr Suite 100 Fort Collins, CO 80525 970.223.7577 jmessaros@bhadesign.com Dear Jason, Thank you for application submittal Minor Amendment MA210006. This application has been received and reviewed in accordance with Section 2.2.10 - Amendments and Change of Use, of the City of Fort Collins Land Use Code. As of the date of this letter this application has been Approved. This final decision of the Director may be appealed to the Planning & Zoning Board, in accordance with Article II, Division 2.2.10(A)(5) of the Land Use Code, within 14 calendar days of the date of final action by the Director. This appeal shall be filed at the Development Review Center located at 281 N College Ave Fort Collins, CO 80524. Sincerely, Kai Kleer, City Planner City of Fort Collins 970.416.4284 kkleer@fcgov.com E E E X X XXXXXXXXXXXXXXXXXXXXXXOHU OH U OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOH U OHU XSSSSSSSSSSSSSSSSSSSSSST S EB FO W W W W W W WW W W W EB W W EB W W W S FO EB W I W FO W W S W W W W W S EB FO T W EBEB W W SSSS SS SS SS SS SS SSWWWW W W W W W WWWWW WWW WWWWW WW W WWWWW W WX XMHMHMH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH 12" W 12" W 12" W 12" W 12" W 12" WCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXWWW W W W W W W W W W W W W WW W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSXXXX X X X X XXXXXXXXXXXXXXXXXXX/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWEEECTVCTVOHE W W CTVEEE E E E E E E EEECTVCT V CT V CTV CTV CTV CTV CT V C T V CTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFO FOEEEE FOG GCTV CTV FO HY DVAULT F.O.V.P.V.P. V.P. V.P. V.P. C CABLE VAULT CABLE CABLE ELEC ELEC VAULT ELEC ELEC VAULT ELEC GAS CABLE CABLE CABLEW W WW WW W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWGGXXXELECBRKR V.P. V.P. BL BL BLBLBLBLBL BL BLBLBLBLBLBLBL BLBL BLBLBLBLBLBLBLBLBLBLBLB O X E L D E R C R E E K CARRIAGE PARKWAY12" SS12" SS 12" SS 1 2 " S S 1 2 " S S 1 2 " S S EEEEEEEE8" SS8" SS8" SSSSE E E E E E E EE T SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON T8" W8" W12345G0G432112345G0G43210000000000000000FOX GROVE PSD HIGH SCHOOL INTERSTATE 25PROSPECT ROADINTERSTATE 25PROSPECT ROADBOXELDER CREEKT R I C L A K E C A N A L LAKE CANALTI M N A T H R E S E R V O I R I N L E T C A N A L ( T R I C ) 6 0 " C I T Y O F G R E E L E Y W A T E R L I N E 6 0 " C I T Y O F G R E E L E Y W A T E R L I N E FRO N T A G E R O A D (ROW T O B E V A C A T E D )FRONTAGEROADCAR RI A G E P A R K W A Y (PRO P O S E D) PROPOSED 12" WATER LINE CONNECTION TO 8" WATER LINE WITH REDUCER PROPOSED 12" WATER LINE CONNECTION PROPOSED 12" WATER LINE CONNECTION TO CDOT NORTH I-25 IMPROVEMENTS (NORTH I-25 EXPRESS LANES 8-W-ELCO-001 PLAN SET) PROPOSED 8" WATER LINE CONNECTION 12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" WEEEEEEEEEEE E E E E EEEEEE12" W 12" W 12" W 12" W 12" W 12" W 12" W12" WPARADIGM PROPERTIES FORT COLLINS/I-25 INTERCHANGE CORNER LLC 1303 FRONTAGE HOLDINGS LLC FORT COLLINS/I-25 INTERCHANGE CORNER LLC KITCHELL SUBDIVISION CLYDESDALE PROPOSED 12" WATER LINE CONNECTION UE URBAN ESTATE ±9.49 ACRES I INDUSTRIAL ±73.48 ACRES I INDUSTRIAL ±6.09 ACRES CG COMMERCIAL ±26.42 ACRES CG8" WPROPOSED 8" WATER LINE CONNECTION S S S S 8" W 8" W SS SS 8" W 8" W SS8" W 8" W SS 8" W 8" W SS SS8" W8" W OPTIONAL 8" WATER LINE CONNECTIONSSSSOPTIONAL SANITARY SEWER CONNECTION S S OPTIONAL SANITARY SEWER CONNECTION EXISTING 12" SANITARY SEWER EXISTING SANITARY SEWER EXISTING OVERHEAD ELECTRICSSSSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSPROPOSED SANITARY SEWER CONNECTION FOR DEVELOPMENT PROPOSED WATER AND SANITARY SEWER CROSSINGS UNDERNEATH IRRIGATION CANALS AND GREELEY WATER TRANSMISSION MAIN. PROPOSED 12" SANITARY SEWER INTERCEPTOR BY OTHERS CONTINUE SEWER INTERCEPTOR NORTH OF IRRIGATION CANALS AND GREELEY WATER TRANSMISSION LINE. PROPOSED WATER AND SANITARY SEWER CONNECTIONS TO PARCEL (TYP.) SS SS PROPOSED SANITARY SEWER CROSSING UNDERNEATH LAKE CANAL. EXISTING FIBER OPTIC EXISTING GAS MAIN EXISTING CABLE TV EXISTING ELECTRIC EXISTING FIBER OPTIC EXISTING GAS MAIN NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE 12" W 12" W 12" W12" W12" W12" W12" W12" W12" W 12" W 12" W PROPOSED 12" WATER LINE PER CDOT NORTH I-25 IMPROVEMENTS (NORTH I-25 EXPRESS LANES 8-W-ELCO-001 PLAN SET) PROPOSED EAST LARIMER COUNTY 12" WATER MAIN 8" WNATURAL HABITAT BUFFER ZONE EROSION BUFFER BOUNDARY CENTER OF BOXELDER CREEK CHANNEL APPROXIMATE LOCATION OF WATER LINE BORE ACROSS I-25. BOXELDER CREEK 100-YEAR FLOODPLAIN PER CASE NO. 17-08-1354P DATED 2/21/2019 BOXELDER CREEK FLOODWAY PER CASE NO. 17-08-1354P DATED 2/21/2019 SheetPROSPECT/I-25 ODP FIRST AMENDMENTENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 2 U1 MASTER UTILITY PLANOVERALL DEVELOPMENT PLAN1 NORTH PUBLIC STREET LEGEND: NOTES: 1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITY PLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENT PROJECT DEVELOPMENT APPLICATIONS. 2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS ONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THE TIME 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 RESPECT TO UTILITY IMPROVEMENTS IN THE AREA. 4.EAST LARIMER COUNTY WATER DISTRICT WILL REQUIRE LOOPING OF WATER LINES WITHIN THE INTERIOR AREAS OF THE DEVELOPMENT. DEVELOPER SHALL COORDINATE WITH EAST LARIMER COUNTY WATER DISTRICT DURING PREPARATION OF DEVELOPMENT PLANS. 5.ALL WATER LINES TIE INTO EAST LARIMER COUNTY WATER DISTRICT. 6.ALL SANITARY SEWER LINE TIE INTO BOXEDLER SANITATION DISTRICT. 7.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFIC DEVELOPMENT PLANS. 8.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THE MINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS. 9.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS BOUNDARIES AND THE PROPOSED 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, AND FEATURES WILL BE PROVIDED AT THE TIME OF INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE REDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS. LAND USE AREA BOUNDARY PROPOSED 12" WATER MAIN 12" W ODP BOUNDARY/PROPERTY LINE APPROXIMATE LOCATION OF STREET CONNECTION FORT COLLINS I-25 SUBAREA PLAN "ACTIVITY ZONE" NATURAL AREA BUFFER ZONE APPROXIMATE LOCATION OF BICYCLE/PEDESTRIAN TRAIL APPROXIMATE LOCATION OF TRAIL CONNECTION EXISTING WATER MAIN W PROPOSED SANITARY SEWER SS PROPOSED 8" WATER MAIN 8" W EXISTING SANITARY SEWER SS ( IN FEET ) 1 inch = ft. Feet0150150 300 450 600 PROPOSED ELECTRIC DUCT BANK E APPROXIMATE LOCATION OF BUS STOP 8/11/2021 E E E X X XXXXXXXXXXXXXXXXXXXXXXOHU OH U OH U OHU XT S EB FO W W W EB W W EB W W S FO EB W I FO W W S W W W W S EB FO T EBEB W W WWWW W W X XMHMHMH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH CTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX X X X X XXXXXXXXXXXXXXXXXXX/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CTVCTVCTVCTVCT V CT V CTV CTV CTV CTV CT V C T V CTVCTV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEE W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXBL BL BLBLBLBLBL BL BLBLBLBLBLBLBL BLBL BLBLBLBLBLBLBLBLBLBLBLB O X E L D E R C R E E K CARRIAGE PARKWAYSSSS S TSALPOLYNDUCTILEIRON TSALPOLYNDUCTILEIRON1234 5G0G432112345G0G43210000000000000000DP DP DP APPROXIMATE LOCATION OF 36" CULVERT PROPOSED PER CDOT NORTH I-25 EXPRESS LANES IMPROVEMENTS (CDOT DESIGNED 100-YEAR FLOW = 34.8 CFS) RELEASE FROM POND TO BE 2-YR HISTORIC PER FORT COLLINS STORMWATER REGULATIONS DP DP PROPOSED CULVERT OR STORM SEWER PROPOSED CULVERT OR STORM SEWER PROPOSED CULVERT OR STORM SEWER AT CONCEPTUAL STREET CONNECTIONS PROPOSED CULVERT OR STORM SEWER AT CONCEPTUAL STREET CONNECTIONS PROPOSED CULVERT OR STORM SEWER AT CONCEPTUAL STREET CONNECTIONS PROPOSED CULVERT OR STORM SEWER AT CONCEPTUAL STREET CONNECTIONS MAX. CAPACITY OF TRIC IS 190 CFS PER TOWN OF TIMNATH MASTER DRAINAGE PLAN SPILL AREA A SPILL AREA B DP DP DP DP FOX GROVE PSD HIGH SCHOOL INTERSTATE 25PROSPECT ROADINTERSTATE 25PROSPECT ROADBOXELDER CREEKT R I C L A K E C A N A L LAKE CANALTI M N A T H R E S E R V O I R I N L E T C A N A L ( T R I C ) 6 0 " C I T Y O F G R E E L E Y W A T E R L I N E 6 0 " C I T Y O F G R E E L E Y W A T E R L I N E FRO N T A G E R O A D (ROW T O B E V A C A T E D )FRONTAGEROADCAR RI A G E P A R K W A Y (PRO P O S E D) PARADIGM PROPERTIES FORT COLLINS/I-25 INTERCHANGE CORNER LLC 1303 FRONTAGE HOLDINGS LLC FORT COLLINS/I-25 INTERCHANGE CORNER LLC KITCHELL SUBDIVISION CLYDESDALE UE URBAN ESTATE ±9.49 ACRES I INDUSTRIAL ±73.48 ACRES I INDUSTRIAL ±6.09 ACRES CG COMMERCIAL ±26.42 ACRES CG I NATURAL HABITAT BUFFER ZONE BOXELDER CREEK 100-YEAR FLOODPLAIN PER CASE NO. 17-08-1354P DATED 2/21/2019 BOXELDER CREEK FLOODWAY PER CASE NO. 17-08-1354P DATED 2/21/2019 10.47 OP-6 6.09 AC. OP-3 5.63 AC. OP-2 20.79 AC. OP-1 4.32 OP-4 68.18 OP-5 NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE L A K E C A N A L NOTE: DETENTION PONDS CAN BE SCATTERED THROUGH THE SITE AND POND SIZES CAN VARY DEPENDENT ON DEVELOPMENT PLAN EROSION BUFFER BOUNDARY CENTER OF BOXELDER CREEK CHANNEL CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND CONCEPTUAL DETENTION POND SheetPROSPECT/I-25 ODP FIRST AMENDMENTENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 2 D1 MASTER DRAINAGE PLANOVERALL DEVELOPMENT PLAN2 NORTH PUBLIC STREET LEGEND: NOTES: 1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITY PLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENT PROJECT DEVELOPMENT APPLICATIONS. 2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS ONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THE TIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS. 3.SPILL AREAS AREAS FROM TRIC ARE PER THE TOWN OF TIMNATH MASTER DRAINAGE PLAN AND ARE PROVIDED FOR REFERENCE. BANKS ALONG TRIC SHALL BE RAISED, GRADES IMPORTED, AND MINIMUM FINISH FLOOR ELEVATIONS PROVIDED DURING PROJECT DEVELOPMENT PLANS TO PREVENT FLOODING TO PROPOSED STRUCTURES. 4.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFIC DEVELOPMENT PLANS. 5.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THE MINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE SPECIFIC PROJECT DEVELOPMENT PLANS. 6.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS BOUNDARIES AND THE PROPOSED 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, AND FEATURES WILL BE PROVIDED AT THE TIME OF INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE REDUCED 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 10 OF THE CITY OF FORT COLLINS MUNICIPAL CODE. A FLOODPLAIN USE PERMIT AND/OR A NO-RISE CERTIFICATION WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITIES WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY AND FLOODPLAIN. LAND USE AREA BOUNDARY ODP BOUNDARY/PROPERTY LINE APPROXIMATE LOCATION OF STREET CONNECTION FORT COLLINS I-25 SUBAREA PLAN "ACTIVITY ZONE" NATURAL AREA BUFFER ZONE APPROXIMATE LOCATION OF BICYCLE/PEDESTRIAN TRAIL APPROXIMATE LOCATION OF TRAIL CONNECTION APPROXIMATE LOCATION OF SPILL AREA IN TRIC PER TIMNATH MASTER PLAN PROPOSED DETENTION POND DP APPROXIMATE BASIN BOUNDARY DRAINAGE CONVEYANCE PATH ( IN FEET ) 1 inch = ft. Feet0150150 300 450 600 APPROXIMATE LOCATION OF BUS STOP 8/11/2021