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Home My WebLink AboutNIX FARM NATURAL AREAS FACILITY - FDP - FDP180002 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSOWNER CIVIL ENGINEER CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL RD. FORT COLLINS, CO, 80524 970-416-2400 INDEX OF SHEETS NIX FARM NATURAL AREAS FACILITY INTERWEST CONSULTING GROUP 1218 W ASH ST. WINDSOR, CO 80550 970-674-3300 SURVEYOR KING SURVEYORS, INC. 650 E GARDEN DR WINDSOR, CO 80550 970-686-5011 OWNERSHIPCERTIFICATION OWNERSHIP CERTIFICATION THE UNDERSIGNED HERBY CERTIFIES THAT THE CITY OF CORT COLLINS IS THE LAWFUL OWNER OF REAL PROPERTY DESCRIBED ON THE SITE PLAN AND DOES HERBY CERTIFY THAT THE CITY OF FORT COLLINS ACCEPTS THE CONDITIONS AND RESTRICTIONS SET FORTH ON THE SAID SITE PLAN. CITY OF FORT COLLINS BY:______________________________________ CITY MANAGER APPROVED TO FORM OF CERTIFICATION BY:______________________________________ CITY ATTORNEY ATTEST BY:______________________________________ CITY CLERK THE FOREGOING INSTRUMENT WAS ACKNOWLEDFED BEFORE ME THIS ____________ DAY OF ______________________ BY ________________________ AS ______________________________ AND ________________________ AS ______________________________ MY OMMISSION EXPIRES:________________________________ WITNESS MY HAND AND OFFICIAL SEAL ___________________________________________________________ NOTARY PUBLIC ___________________________________________________________ ADDRESS DIRECTOR OF CURRENT PLANNING APPROVED BY THE DIRECTOR OF CURRENT PLANNING OF THE CITY OF FORT COLLINS COLORADO ON THE ________ DAY OF __________________ A.D. _________ ___________________________________________________________ DIRECTOR OF PLANNING BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. NO SCALE SHEET NO SHEET NAME E1.1 SITE PHOTOMETRICS L.1 PLANT LIST & PLANTING NOTES L.2 PLANTING DETAILS / LANDSCAPE DETAILS L.3 TREE REMOVAL, PROTECTION AND MITIGATION PLAN L.4 LANDSCAPE PLAN FORT COLLINS, COLORADO 160 PALMER DRIVE (970) 207-0424 FORT COLLINS, CO. 80525 NIX FARM NATURAL AREAS FACILITY PL1.0 PHASE I SITE PLAN CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 MAJOR AMENDMENT LLLLEEEEGGGGEEEENNNNDDDD HANDICAP PARKING STALL RAMP BIKE RACK LIGHT POLE ELECTRIC POLE TELEPHONE PAD PHASE 1 SITE PLAN 0' 30' 60' 120' NORTH 01.17.17 12.29.17 03.29.17 12.13.17 VICINITY MAP NOTSCALE NOT TO SCALE LEGALDESCRIPTION LEGAL DESCRIPTION NORTH BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. GENERALNOTES GENERAL NOTES 1. ALL NEW SITE AND BUILDING LIGHTING SHALL CONFORM TO STANDARDS TO INCLUDE FULL CUT-OFF LAMPS. ALL EXTERIOR LIGHTING WILL BE DOWN DIRECTIONAL & DESIGNED FOR NO "OFF-SITE" TRESPASS. 2. FIRE HYDRANTS TO MEET OR EXCEED FIRE AUTHORITY STANDARDS. BUILDINGS WILL BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM AS REQUIRED BY LOCAL FIRE CODES. 3. REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES, DRAINAGE, EASEMENTS, AND SIDEWALKS. 4. SIDEWALKS AND RAMPS WILL CONFORM TO ANSI STANDARDS 5. ALL SIGNAGE SHALL COMPLY WITH TOWN SIGN CODE AND APPROVED BY SEPARATE PERMIT. 6. ALTERNATIVE COMPLIANCE HAS BEEN PROVIDED FOR FLEET VEHICLE PARKING, SERVICES, STAFF MAINTENANCE/SHOP & TRASH SCREENING AREAS. 6' FENCING AND EXTENSIVE LANDSCAPE BUFFER PLANTINGS HAVE BEEN DESIGNED AND WILL EXCEED REQUIRED MINIMUMS. LANDSTATISTICS LAND USE STATISTICS SITE BUILDING COVERAGE CONCRETE / HARDSCAPE OPEN / LANDSCAPE NIXFACILITY NIX FARM NATURAL AREAS FACILITY PROPOSED SQ. FT. 1,197,020 SQ. FT. 22,769 SQ. FT. 104,282 SQ. FT. 1,069,969 SQ. FT. %LOT % OF LOT FORT COLLINS, COLORADO 160 PALMER DRIVE (970) 207-0424 FORT COLLINS, CO. 80525 NIX FARM NATURAL AREAS FACILITY PL1.1 FUTURE EXPANSION PLAN CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 MAJOR AMENDMENT FUTURE EXPANSION PLAN 1" - 30' - 0" 0' 30' 60' 120' NORTH VICINITY MAP NOTSCALE NOT TO SCALE NORTH LANDSTATISTICS LAND USE STATISTICS SITE BUILDING COVERAGE CONCRETE / HARDSCAPE OPEN / LANDSCAPE PROPOSED SQ. FT. 1,197,020 SQ. FT. 39,569 SQ. FT. 119,043 SQ. FT. 1,038,408 SQ. FT. %LOT % OF LOT 100% 3% 10% 87% 01.17.17 12.29.17 03.29.17 12.13.17 LLLLEEEEGGGGEEEENNNNDDDD HANDICAP PARKING STALL RAMP BIKE RACK LIGHT POLE ELECTRIC POLE TELEPHONE PAD LEGALDESCRIPTION LEGAL DESCRIPTION BEING PART OF THE EAST ONE - HALF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M. , CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. GENERALNOTES GENERAL NOTES 1. ALL NEW SITE AND BUILDING LIGHTING SHALL CONFORM TO STANDARDS TO INCLUDE FULL CUT-OFF LAMPS. ALL EXTERIOR LIGHTING WILL BE DOWN DIRECTIONAL & DESIGNED FOR NO "OFF-SITE" TRESPASS. 2. FIRE HYDRANTS TO MEET OR EXCEED FIRE AUTHORITY STANDARDS. BUILDINGS WILL BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM AS REQUIRED BY LOCAL FIRE CODES. 3. REFER TO CIVIL ENGINEERING PLANS FOR LOCATION OF UTILITIES, DRAINAGE, EASEMENTS, AND SIDEWALKS. 4. SIDEWALKS AND RAMPS WILL CONFORM TO ANSI STANDARDS 5. ALL SIGNAGE SHALL COMPLY WITH TOWN SIGN CODE AND APPROVED BY SEPARATE PERMIT. W2 W1 W1 R1 R1 R1 R2 R1 R1 W2 W1 25' - 0" W2 R1 R2 FORT COLLINS, COLORADO 160 PALMER DRIVE (970) 207-0424 FORT COLLINS, CO. 80525 NIX FARM NATURAL AREAS FACILITY PL2.1 ELEVATIONS & PERSPECTIVES CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 MAINTENANCE FACILITY NORTHWEST PERSPECTIVE R1- EXISTING PRE-FINISHED WHITE METAL ROOF R2- PRE-FINISHED WHITE METAL ROOF (MATCH EXISTING) W1- EXISTING WHITE HORIZONTAL LAP SIDING WITH STONE VENEER W2- WHITE HORIZONTAL LAP SIDING WITH STONE VENEER (MATCH EXISTING) MATERIALS LEGEND SOUTHWEST PERSPECTIVE 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" WEST ELEVATION EXISTING CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION EXISTING CONSTRUCTION EXISTING STRUCTURE NEW ADDITION 1 2 PL2.2 3 4 5 6 PL2.2 PL2.2 PL2.2 PL2.2 PL2.2 01.16.18 . 16' - 0" ± W1 R1 W3 W1 R1 30"H TRANSOM WINDOW INSULATED GLAZING/METAL GARAGE DOOR W3 30"H TRANSOM WINDOW W1 MECHANICAL LOUVER R1 W3 TEXTURED TAN WAINSCOT ACCENT W1 R1 W3 FORT COLLINS, COLORADO 160 PALMER DRIVE steve@architecturewestllc.com (970) 207-0424 FORT COLLINS, CO. 80525 NIX FARM NATURAL AREAS FACILITY PL2.2 ELEVATIONS & PERSPECTIVES CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD, FORT COLLINS, COLORADO 80524 NEW VEHICLE STORAGE R1- PRE-FINISHED STANDING SEAM METAL ROOF- WHITE W1- PRE-FINISHED INSULATED METAL WALL PANELS- OFF WHITE W3- TEXTURED PRE-FINISHED INSULATED METAL WALL PANELS- TAN MATERIALS LEGEND 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8" = 1'-0" SOUTH ELEVATION 1/8" = 1'-0" WEST ELEVATION SOUTHEAST PERSPECTIVE NORTHWESTPERSPECTIIVE NORTHWEST PERSPECTIIVE P.V. 1 PL2.2 2 PL2.2 3 PL2.2 4 PL2.2 5 6 7 EXISTING MODULAR -NORTH 8 EXISTING MODULAR -EAST PL2.2 PL2.2 PL2.2 PL2.2 SITE 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 COVER SHEET 01/29/18 N/A N/A JTC RA 1276-195-00 1 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 Vicinity Map Scale: 1" = 1000' Utility Plans For NIX FARM NATURAL AREAS FACILITY - MAJOR AMENDMENT 2016 Located In The East Half of Section 18, T-7-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado January 2018 ABBREVIATION LIST AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL CATV CABLE TELEVISION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CoFC CITY OF FORT COLLINS COMM COMMUNICATION CONC CONCRETE COORD COORDINATION DE DRAINAGE EASEMENT DEMO DEMOLITION DIA DIAMETER E EAST(ING) EAE EMERGENCY ACCESS 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 GENERAL NOTES 01/29/18 N/A N/A JTC RA 1276-195-00 2 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date EXISTING MAINTENANCE BLDG 'E' FFE = 4934.9 EXISTING FUEL STORAGE EXISTING OFFICE BLDG 'B' FFE = 4936.7 EXISTING OFFICE BLDG 'A' PRIVATE DRIVE EXISTING CHEMICAL STORAGE 0 30' 30 15 30 60 SCALE: 1" = 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 EXISTING CONDITIONS & DEMOLITION PLAN 01/29/18 1" = 30' N/A JTC RA 1276-195-00 3 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date SHOP EXPANSION 'G' EXISTING MAINTENANCE BLDG 'E' VEHICLE STORAGE 'F' EXISTING FUEL STORAGE EXISTING OFFICE BLDG 'B' EXISTING OFFICE BLDG 'A' PRIVATE DRIVE PROPOSED MODULAR RELOCATED CHEMICAL STORAGE 0 30' 30 15 30 60 SCALE: 1" = CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 1218 W. Ash, Suite C Windsor , Colorado 80550 SHOP EXPANSION 'G' EXISTING MAINTENANCE BLDG 'E' FFE = 4934.9 VEHICLE STORAGE 'F' FFE = 4933.5 EXISTING FUEL STORAGE EXISTING OFFICE BLDG 'B' FFE = 4936.8± EXISTING OFFICE BLDG 'A' FFE=4933.1± EXISTING STORAGE FUTURE SHOP EXPANSION 'H' FUTURE WASH BAY 'I' FUTURE VEHICLE STORAGE 'J' FFE = 4933.0± FUTURE OFFICE BLDG 'C' FFE = 4937.5± FUTURE OFFICE BLDG 'D' FFE = 4938.3± PRIVATE DRIVE PROPOSED MODULAR FUTURE CNG EQUIPMENT 0 30' 30 15 30 60 SCALE: 1" = FOR REFERENCE ONLY NOT FOR CONSTRUCTION 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 EXISTING MAINTENANCE BLDG 'E' VEHICLE STORAGE 'F' EXISTING OFFICE BLDG 'B' EXISTING OFFICE BLDG 'A' SHOP EXPANSION 'G' EXISTING STORAGE FUEL STORAGE PRIVATE DRIVE WATER QUALITY POND RAIN GARDEN PROPOSED MODULAR 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 DRAINAGE & EROSION CONTROL PLAN 01/29/18 1" = 50' N/A JTC RA 1276-195-00 6 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE SHOP EXPANSION 'G' EXISTING MAINTENANCE BLDG 'E' FFE = 4934.9 VEHICLE STORAGE 'F' FFE = 4933.6 EXISTING FUEL STORAGE PROPOSED MODULAR PRIVATE DRIVE EXISTING OFFICE BLDG 'B' FFE = 4936.7 EXISTING OFFICE BLDG 'A' WATER QUALITY POND CHEMICAL STORAGE 0 30' 30 15 30 60 SCALE: 1" = LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SPILL GUTTER 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 GRADING PLAN 01/29/18 1" = 30' N/A JTC SHOP EXPANSION 'G' EXISTING MAINTENANCE BLDG 'E' VEHICLE STORAGE 'F' EXISTING FUEL STORAGE EXISTING OFFICE BLDG 'B' EXISTING OFFICE BLDG 'A' CHEMICAL STORAGE PRIVATE DRIVE WATER QUALITY POND PROPOSED MODULAR SD-01 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 4925 4930 4935 4925 4930 4935 9+75 10+00 10+50 11+00 11+50 12+00 0 30' 30 15 30 60 SCALE: 1" = 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 UTILITY PLAN 01/29/18 1" = 30' 1" = 3' 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 DETAILS 01/29/18 1" = 30' N/A JTC RA 1276-195-00 9 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date CONCRETE PAN DETAIL NTS SMALL PIPE HEADWALL NOTES: RAIN GARDEN CLEANOUT DETAIL RAIN GARDEN CROSS SECTION SANITARY/STORM CLEANOUT DETAIL NTS PLAN VIEW PLAN 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 DETAILS 01/29/18 1" = 30' N/A JTC RA 1276-195-00 10 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 10 14 +4 EXISTING OFFICE 'B' 60' 20' 90' 50' 50' 100' PHASE 1 PHASE 1 REMODEL PHASE 1 60' WATER QUALITY POND 40' +9 FUTURE CNG EQUIPMENT EXISTING FUEL STORAGE PROPOSED FUEL STORAGE EXISTING STORAGE EXISTING MAINTENANCE YARD PROPOSED ASPHALT PROPOSED ASPHALT EXFIESNTCINEG AND GATE TO REMAIN STORAGE FENCING AND GATE COVERED 3 BIKE RACKS 5 BIKE RACKS 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 DATE OF PREPARATION : OCTOBER 18, 2016 L.1 REVISIONS: DEC. 1, 2016; DEC. 22, 2016, FEB. 23, 2017; MARCH 3, 2017; APRIL 5, 2017 SHEET MAJOR AMENDMENT 2016 PLANT LIST AND PLANTING NOTES NIX FARM NATURAL AREAS FACILITY 2156 Meander Road Windsor, CO 80550 voice: 970.214.6314 torreydesignstudio@comcast.net TORREY DESIGN STUDIO, LLC PLANT LIST CITY OF FORT COLLINS, COLORADO GENERAL LANDSCAPE NOTES TREE PROTECTION NOTES SEE SHEET L.3 FOR TREE PROTECTION NOTES. STREET TREE NOTE 1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT. 2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. 3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING. 4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND TEH SOIL AMENDMENT, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6. Maintenance: Trees and vegetation, irrigation systems, fences, walls and other landscape elements WITH THESE FINAL PLANS shall be considered as elements of the project in the same manner as parking, building materials and other site details. The applicant, landowner or successors in interest shall be jointly and severally responsible for the regular maintenance of all landscaping elements in good condition. All landscaping shall be maintained free from disease, pests, weeds and litter, and all landscape structures such as fences and walls shall be repaired and replaced periodically to maintain a structurally sound condition. 7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES PLANTING DETAILS DATE OF PREPARATION : OCTOBER 18, 2016 L.2 REVISIONS: DECEMBER 1, 2016; DECEMBER 22, 2016; MARCH 3, 2017; JAN. 15, 2018 SHEET 2156 Meander Road Windsor, CO 80550 voice: 970.214.6314 torreydesignstudio@comcast.net TORREY DESIGN STUDIO, LLC MAJOR AMENDMENT 2016 PLANTING DETAILS / LANDSCAPE DETAILS NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLLINS, COLORADO SEED MIX 1: NATIVE SHORT GRASS PRAIRIE COMMON NAME BOTANICAL NAME APPLICATION RATE Blue Grama Bouteloua gracilis Buffalograss Bouteloua dactyloides Purple Prairie Clover Dalea purpurea Indian Blanketflower Gaillardia aristata Green Needlegrass Nassella viridula Indian Ricegrass Achnatherum hymenoides Panicum virgatum Bottlebrush Squirreltail Elymus elymoides Switchgrass Mexican Hat Ratibida columnifera Sideoats Grama Bouteloua curtipendula Prairie Junegrass Koeleria macrantha Rocky Mtn. Penstemon Penstemon strictus Plains Coreopsis Coreopsis tinctoria 0.25 3.27 0.81 1.85 1.01 1.13 0.71 0.95 0.2 1.15 0.08 0.35 0.17 pounds pls / acre Total 13.58 STREET TREE NOTE A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. LANDSCAPE DETAILS SEED MIX 2: SWALE/WATER QUALITY POND Drill seed @ 10lbs/acre COMMON NAME BOTANICAL NAME APPLICATION RATE Western Wheat Pascopyrum smithii 1.61 Sand Dropseed Sporobolus cryptandrus 0.04 FUTURE MODULAR 5" 2" 1 4 2 3 5 8 9 10 11 12 15 6 7 16 13 17 18 19 14 2 3 TRASH T T T # SCALE: 1" = 20' 0 10' 20' 40' 60' NORTH DATE OF PREPARATION : OCTOBER 18, 2016 L.3 SHEET REVISIONS: DEC.1, 2016; DEC.22, 2016; MARCH 3, 2017; MARCH 20, 2017; JAN.15, 2018 2156 Meander Road Windsor, CO 80550 voice: 970.214.6314 torreydesignstudio@comcast.net TORREY DESIGN STUDIO, LLC PLANT LEGEND TREE REMOVAL, PROTECTION AND MITIGATION PLAN PRESERVATION/MITIGATION OF EXISTING TREES EXISTNG DECIDUOUS CANOPY TREE EXISTING EVERGREEN TREE EXISTING DECIDUOUS CANOPY TREE EXISTING EVERGREEN TREE TO REMAIN AND BE PROTECTED TO REMAIN AND BE PROTECTED TO BE REMOVED TO BE REMOVED TREE PROTECTION FENCING DURING CONSTRUCTION MAJOR AMENDMENT 2016 TREE REMOVAL, PROTECTION AND MITIGATION PLAN NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLILNS, COLORADO EXISTING SHRUB FUTURE MODULAR 1-CE RE SEED MIX 1 2-CE RE 1-AB CO M 1-PO SA 1-QU UN 5-FA PA 3-QU GA 1-QU UN 1-PO AN 2-PO DE M M SEED MIX 2 3-CE MO 5-CE IN 5-RI CE 3-AT CA 2-FO NM swale EDGER 2 3 1-QU UN 1-PO AC 3-SA IR M M SEED MIX 1 SEED MIX 1+2 1-PO SA 3-CE LA M M WATER QUALITY POND 1-PO DE 2-RI CE 1-PI ST 1- AM UT 2-JU MO M M M 3-AR CO 3-AR CO SEED MIX 1 SEED MIX 1+2 6- MA RE 1-PI AR M 2-JU SC 2-CL LI 3-PA VI 4-AR FI 1-FA PA COBBLE MULCH SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-PRB-100-COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. FLOW RANGE 3GPM TO 20GPM. RAIN BIRD MDCFCAP DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING COUPLER. SYMBOL MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD 5-LRC 1" BRASS QUICK-COUPLING VALVE, LOCKING THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. MATCO-NORCA 514TX 1/2"-4" BRASS GATE VALVE, FULL PORT, WITH SOLID WEDGE. IPS. CROSS HANDLE. SAME SIZE AS MAINLINE PIPE. MASTER VALVE ASSEMBLY HUNTER ICV 1-INCH PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION. WILKINS 375B REDUCED PRESSURE BACKFLOW PREVENTER WITH BLOW OUT/FLUSH FITTING. REINFORCED NYLON HOUSING AND CAST BRONZE BALL VALVES. CREATIVE SENSOR TECHNOLOGY FSI-T 1-INCH PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS, CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL OUTPUT FLOW RANGE: .86-52 GPM. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1.25-INCH UNLESS OTHERWISE NOTED. DRIP IRRIGATION LATERAL LINE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE PIPE, 3/4-INCH UNLESS OTHERWISE SPECIFIED. EXISTING DRIP LATERAL LINE TO REMAIN. EXISTING IRRIGATION MAINLINE TO REMAIN EXISTING IRRIGATION MAINLINE TO BE REMOVED PIPE SLEEVE: PVC CLASS 200 SDR 21 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. REFER TO SPECIFICATIONS. IRRIGATION_SCHEDULE INSTALLATION GENERAL NOTES 1. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. FOR CLARIFICATION, CONTACT IRRIGATION DESIGNER PRIOR TO CONSTRUCTION. 1.1. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER REQUIRED ADJUSTMENT KEYS INCLUDING BUT NOT LIMITED TO CONTROLLER ENCLOSURE AND BACKFLOW ENCLOSURE KEY, LOCKING VALVE BOX KEYS, QUICK COUPLER KEYS, GATE VALVE KEY, SPRINKLER HEAD AND NOZZLE ADJUSTMENT KEYS. 1.2. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER SPARE PARTS PERTAINING TO INSTALLED SYSTEM: BACKFLOW WINTERIZATION INSERT, TWO OF EVERY HEAD AND NOZZLE (ROTOR NOZZLE TREE INCLUDED), ONE RCV DIAPHRAGM, ETC. 2. COORDINATE UTILITY LOCATES OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION ("811-CALL BEFORE YOU DIG") . 3. IF DISCREPANCIES ARE NOTED IN THE FIELD BETWEEN SITE CONDITIONS AND PROVIDED DESIGNS, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OR GENERAL CONTRACTOR IMMEDIATELY. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM IF SUCH DISCREPANCIES IN THE FIELD AFFECT THE PROVIDED DESIGN, DETAILS, OR SPECIFICATIONS. 4. ALL IRRIGATION COMPONENTS (MAINLINE, WIRES, LATERAL LINES, ETC.) SHALL BE INSTALLED IN LANDSCAPED AREAS WHENEVER POSSIBLE, EVEN THOUGH SAID FUTURE MODULAR 1 5 4 4 4 1" N1 Drip 1" N2 Drip 1" N3 Drip 1" N4 3RG 4 SCALE: 1" = 20' 0 10' 20' 40' 80' NORTH DATE OF PREPARATION : DECEMBER 21, 2016 IR1.1 SHEET CENTER OF COLORADO CALL UTILITY NOTIFICATION FINAL IRRIGATION PLAN MAJOR AMENDMENT 2016 IRRIGATION PLAN NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLLINS, COLORADO P.O. BOX 345 Windsor, CO 80550 970.402 .3047 Michelle@MPiDesignsllc.com MPi Designs, LLC REVISIONS: MARCH 20, 2017, JANUARY 16, 2018 SCALE: 1" = 20' 0 10' 20' 40' 80' NORTH DATE OF PREPARATION : DECEMBER 21, 2016 IR2.1 SHEET CENTER OF COLORADO CALL UTILITY NOTIFICATION MAJOR AMENDMENT 2016 IRRIGATION DETAILS NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLLINS, COLORADO P.O. BOX 345 Windsor, CO 80550 970.402 .3047 Michelle@MPiDesignsllc.com MPi Designs, LLC RP BACKFLOW W/ ENCLOSURE 1 QUICK COUPLING VALVE IN BOX 3 DRIP EMITTER AT 1/4" TUBING 6 ISOLATION GATE VALVE 4 DRIP FLUSH CAP ASSEMBLY 8 TYPICAL SLEEVE 24" min. 9 INLINE DRIP TREE RING 7 MASTER VALVE/FLOW SENSOR ASSEMBLY 2 1" DRIP VALVE W/ BASKET FILTER 5 REVISIONS: MARCH 20, 2017, JANUARY 16, 2018 IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. 5. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES WHENEVER POSSIBLE. COORDINATE POTENTIAL RELOCATION OF BOULDERS AND TREES IN TURF AREAS WITH LANDSCAPE ARCHITECT PRIOR TO SPRINKLER LAYOUT. IF LANDSCAPE MATERIAL CANNOT BE REOLOCATED,ADDITIONAL SPRINKLERS MAY BE REQUIRED. 6. CROSS FITTINGS ARE NOT ALLOWED, ONLY STANDARD TEES AND ELBOWS. 7. CONTRACTOR SHALL INSTALL NOZZLES PER PLAN, UNLESS IRRIGATED AREA CHANGED IN SIZE OR PLANT MATERIAL TYPE CHANGES. IF NOZZLE CHANGES ARE REQUIRED AND ARE SIGNIFICANT IN SIZE, CONTRACTOR SHALL CONTACT IRRIGATION DESIGNER FOR APPROVAL. 8. CONTRACTOR SHALL FIELD LOCATE ANY EXISTING SLEEVES ON SITE PRIOR TO CONSTRUCTION WITH THE AID OF THE GENERAL CONTRACTOR. MISSING SLEEVES SHALL BE REPORTED IMMEDIATELY. NEW SLEEVES SHOWN ON PLANS ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 10.1. MAINLINE PIPE SIZES MAY VARY THROUGHOUT PROJECT. EACH MAINLINE LEG IS SIZED TO ACCOMMODATE LARGEST VALVE ON THAT LEG. STATED SIZE IN LEGEND MAY NOT BE THE LARGEST SIZE ON PLANS. 11. INSTALL THREE (3) #14 AWG CONTROL WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES INCASE OF CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. TREES IN TURF ARE NOT IRRIGATED BY DRIP SYSTEM. DRIP LATERAL ROUTED NEAR TREES IN TURF ARE NOT TO RECEIVE DRIP IRRIGATION. 13. NO IRRIGATION EQUIPMENT, INCLUDING BUT NOT LIMITED TO, MAINLINE, VALVES, AND SPRINKLERS, SHALL BE INSTALLED WITHIN 3' OF NEW BUILDING FOUNDATION. EMITTER SCHEDULE PLANT TYPE EMITTER TYPE GPH/OUTLET N0. OF EMITTERS TOTAL FLOW GROUNDCOVER SINGLE OUTLET 1 GPH 1 1 GPH PERENNIALS SINGLE OUTLET 1 GPH 1 1 GPH 1 GAL. SHRUB SINGLE OUTLET 1 GPH 1 1 GPH 5 GAL. SHRUB SINGLE OUTLET 1 GPH 2 2 GPH TREE IN SHRUB BED SINGLE OUTLET 1 GPH 4-8 4-8 GPH OR TREE IN SHRUB BED INLINE DRIP* 0.6 GPH N/A N/A NOTES: 1. MULTIPLE OUTLET EMITTERS CAN BE UTILIZED IN DENSLY PLANTED AREAS AND FOR TREES IN SHRUB BEDS. 2. REFER TO LEGEND AND DETAILS FOR INLINE DRIP TOTALS. SYMBOL DESCRIPTION CONTRACTOR SHALL FIELD LOCATE EXISTING 3/4-INCH BACKFLOW AT THE APPROXIMATE LOCATION SHOWN. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD LOCATE EXISTING DRIP LATERAL AT THE APPROXIMATE LOCATION SHOWN. MAKE NEW CONNECTION AND ROUTE NEW DRIP LINE AS SHOWN. CONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AT THE APPROXIMATE LOCATION SHOWN. CUT AND CAP AND ABANDON REMAINDER OF MAINLINE SHOWN. MAKE NEW MAINLINE CONNECTION AND ROUTE AS INDICATED WITH NEW CONTROL WIRES FROM NEW CONTROLLER. 1 4 5 REFERENCE NOTES SCHEDULE SCALE: 1" = 20' 0 10' 20' 40' 80' NORTH DATE OF PREPARATION : DECEMBER 21, 2016 IR1.0 SHEET REVISIONS: MARCH 20, 2017, JANUARY 16, 2018 CENTER OF COLORADO CALL UTILITY NOTIFICATION MAJOR AMENDMENT 2016 IRRIGATION NOTES NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLLINS, COLORADO P.O. BOX 345 Windsor, CO 80550 970.402 .3047 Michelle@MPiDesignsllc.com MPi Designs, LLC 2-AM NA 5-DA PU 1-CL LI 11-DA PU 5-GA AR 8-BO CU 3-CH NA 5-SC SC 1-AR CA 5-PE BA 1-AR CA 5-PE EA 5-IP AG 3-AR PA 5-AR FI 1-AC GR SEED MIX 1 M M M 1-AC GR COBBLE MULCH SEED MIX 2 SEED MIX 1 SEED MIX 1+2 3-PA VI 3-SP PE 1-PR VI 7-CA IN 36-PA VI 17-DA PU 43-SC SC 5-GA AR 6-BO CU 2-AR CO 1-CL LI 1-CL LI 1-FA PA 3-CE LE 3-RH TR 1-PO SA 1-PO AC T T 5-MI MU 3-GA AR 4-PA VI 1-AM NA 3-HO DU 10-PE ST 7-CA IN BOULDER, TYP. 3-MO ME 7-SO NU SEED MIX 1 3-SC SC 5-EP VI 3-SY OR 4-AR CH 5-AR PA M EDGER 2-PR VI SEED MIX 1+2 SEED MIX 1 EXIST. 2-JU SC swale swale swale swale M SCALE: 1" = 20' 0 10' 20' 40' 80' NORTH DATE OF PREPARATION : OCTOBER 18, 2016 L.4 SHEET REVISIONS: DEC.1, 2016; DEC.22, 2016, FEB.23, 2017; MAR.3, 2017; MAR.20, 2017; APRIL 5, 2017 2156 Meander Road Windsor, CO 80550 voice: 970.214.6314 torreydesignstudio@comcast.net TORREY DESIGN STUDIO, LLC PRELIMINARY LANDSCAPE PLAN PLANT LEGEND EXISTING DECIDUOUS SHADE TREE EXISTING EVERGREEN TREE SEED MIX 1: NATIVE SHORT GRASS PRAIRIE PROPOSED LANDSCAPE BOULDERS TO REMAIN AND BE PROTECT TO REMAIN AND BE PROTECTED PROPOSED ORNAMENTAL GRASS PROPOSED PERENNIAL MAJOR AMENDMENT 2016 LANDSCAPE PLAN NIX FARM NATURAL AREAS FACILITY CITY OF FORT COLLINS, COLORADO PROPOSED EVERGREEN SHRUB PROPOSED DECIDUOUS SHRUB PROPOSED EVERGREEN TREE PROPOSED DECIDUOUS UNDERSTORY TREE PROPOSED DECIDUOUS CANOPY TREE EXISTING SHRUB TO REMAIN AND BE PROTECTED STREET TREE NOTE A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. TREE MITIGATION PLANT PROPOSED TREE PROTECTION FENCING PROPOSED STEEL EDGER TREE MITIGATION: CANOPY TREE ORNAMENTAL TREE EVERGREEN TREE 3" Cal. 2.5" Cal./8' Clump 8' Ht. TREE TYPE SIZE QTY. 5 6 4 TOTAL MITIGATION: 15 SEED MIX 3: RAIN GARDEN SEED MIX 2: SWALE/WATER QUALITY POND SEED MIX 1: NATIVE SHORT GRASS PRAIRIE & OVERLAP SEED MIXES: RAIN GARDEN NOTE: NO BARK MULCH TO BE INSTALLED WITHIN THE RAIN GARDEN AREA. NO WEED BARRIER IS TO BE PLACED OVER THE MEDIA SECTION IN THE PROPOSED COBBLE EDGER RAIN GARDEN. AUG. 24, 2017; JAN. 15, 2018 TO REMAIN AND BE PROTECTED EXISTING SHRUB TO BE REMOVED KEY TO TREE MITIGATION NOTES TREE TO BE TRANSPLANTED TOTAL MITIGATION REQUIRED: 15 11. WHEN ROOT CUTTING IS NECESSARY, THE CUTS SHOULD BE MADE USING A 10. AVOID CUTTING SURFACE ROOTS WHEREVER POSSIBLE. GRADING, SIDEWALKS SHARP SAW OR APPROPRIATE TOOL SO THAT EXTRA ROOT TISSUE IS NOT AND PAVING LEVELS SHOULD BE CONTOURED SUFFICIENTLY TO AVOID ROOT TREE PROTECTION NOTES 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T- POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE- TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. DAMAGED. CUTS SHOULD BE SMOOTH, FLUSH AND COMPLETED VERY QUICKLY OR TRUNK DAMAGE. AFTER ROOT EXPOSURE OCCURS. ONCE THE ROOT CUTTING IS COMPLETE, IMMEDIATELY COVER THE EXPOSED ROOT TISSUE WITH GOOD SOIL AND THEN WATER THE AREA TO AVOID ROOT DEHYDRATION. 12. TREE TRANSPLANTING SHALL FOLLOW RECOMMENDATION OF AN EXPERIENCED AND QUALIFIED TREE TRANSPLANTING CONTRACTOR FOR SPADE SIZE, TIME OF YEAR, METHOD OF TRANSPLANT AND IRRIGATION. CONTACT THE CITY FORESTER PRIOR TO TRANSPLANTING. NOTE: TREES TO BE REMOVED AND MITIGATED NEED TO BE REMOVED IN ORDER TO EXPAND THE MAINTENANCE YARD AND PROVIDE THE PROPOSED SITE IMPROVEMENTS. Acceptable Wildflower Substitutes: Fringed Sage Artemisia frigada 0.03 Blue Flax Linum lewisii 0.41 Prairie Aster Machaeranthera tanacetifolia 0.25 Acceptable Grass Substitutes: Canada Wildrye Elymus canadensis 1.59 Inland Saltgrass Distichlis stricta 0.35 Mountain Muhly Muhlenbergia montana 0.11 Notes: Mix is based on drill-seed application; rate should be doubled for hand broadcast application. Material shall be free of Colorado State noxious weeds per Article III, Section 21-40 of the Code of City of Ft.Collins. Acceptable Wildflower Substitutes: Blue Flax Linum lewisii 0.83 Black-eyed Susan Rudbeckia hirta 0.14 Prairie Aster Machaeranthera tanacetifolia 0.49 Acceptable Grass Substitutes: Salt and Pepper Grass Deschampsia caespitosa 0.07 Six Weeks Fescue Vulpia octoflora 0.19 Slender Wheatgrass Elymus trachycaulus 1.36 Notes: Mix is based on drill-seed application; rate should be doubled for hand broadcast application. Material shall be free of Colorado State noxious weeds per Article III, Section 21-40 of the Code of City of Ft.Collins. Inland Saltgrass Distichlis stricta Streambank Wheatgrass Elymus lancelatus spp. lanceolatus Keoleria macrantha Blue Grama Bouteloua gracilis Prairie Junegrass Sideoats Grama Bouteloua curtipendula Bottlebrush Squirreltail Elymus elymoides 0.35 1.36 0.08 0.25 1.15 0.95 Total 14.54 Indian Blanketflower Gaillardia aristata 1.85 Mexican Hat Ratibida columnifera 0.20 Indian Ricegrass Achnatherum hymenoides 1.13 Purple Prairie Clover Dalea purpurea 0.81 Buffalograss Bouteloua dactyloides 3.27 Western Wheatgrass Pascopyrum smithii 1.61 Plains Coreopsis Coreopsis tinctoria 0.17 White Prairie Clover Dalea candida 0.65 Little Bluestem Schizachyrium scoparium 0.70 AND RAIN GARDEN Contractor is responsible for locating and purchasing all species listed in mix. If a species can't be located, contractor must replace each missing species with teh acceptable substitutions listed above. Contractor is responsible for providing seed tags to appropriate City staff. This mix includes Pure Live Seed (PLS); contractor must order it that way. Contractor is responsible for calculating the appropriate seed amounts to purchase. Double the mix if using hand broadcast method. Contractor should use a rangeland drill for this mix. 1. 2. 3. 4. 1. Contractor is responsible for locating and purchasing all species listed in mix. If a species can't be located, contractor must replace each missing species with teh acceptable substitutions listed above. Contractor is responsible for providing seed tags to appropriate City staff. This mix includes Pure Live Seed (PLS); contractor must order it that way. Contractor is responsible for calculating the appropriate seed amounts to purchase. Double the mix if using hand broadcast method. Contractor should use a rangeland drill for this mix. 2. 3. 4. 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14. PERENNIAL AREAS WITHIN SHRUB BEDS TO BE MULCHED WITH 3''-4" DEPTH OF SQUEEGEE ROCK MULCH; NO WEED BARRIER SHALL BE PLACED IN PERENNIAL BEDS. 15. SHRUB BEDS SHALL BE MULCHED WITH 3" DEPTH OF TAN RIVER ROCK 3/4" TO 1 1/2" DIAMETER, PLACED OVER A NON-WOVEN POLYPROPYLENE WEED BARRIER SUCH AS TYPAR OR MIRAFI. 16. TREES LOCATED IN TURF TO HAVE 48" DIAMETER FIBROUS WOOD MULCH RINGS. 17. PROVIDE EDGING BETWEEN NATIVE TURF AND SHRUB BED AREAS. EDING SHALL BE 1/8'' X 4'' ROLL TOP STEEL EDGING, PINNED AT 10' INTERVALS, AT A MINIMUM, AND A 1'' OPENING SHALL BE PROVIDED AT LOW POINTS AND AT 30' INTERVALS TO ALLOW FOR DRAINAGE EDGING ABUTTING. SOD OR GRASS SHALL BE SET 1'' ABOVE FINISHED SURFACE OR LEVEL WITH TOP OF SOD. 18. PLACE PLANT MATERIAL IN SHRUB BED SO THAT ONCE PLANTS GROW TO FULL SIZE THEY ARE FULLY CONTAINED WITHIN THE SHRUB BED AREA AND DO NOT HANG OVER THE EDGER LINE. 19. FIELD LOCATE ALL UTILITIES PRIOR TO PLANTING. 20. PLANT QUANTITIES SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITIES. 21. PLANT SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT AND NATURAL AREAS STAFF. 22. DISTURBED AREAS OTHER THAN SHRUB BED TO BE SEEDED. NATURAL AREA NOTES 1. STANDARDS FOR PROTECTION DURING CONSTRUCTION - THE DIRECTOR SHALL ESTABLISH A "LIMITS OF DEVELOPMENT" ("LOD") LINE(S) TO ESTABLISH THE BOUNDARY OF THE PROJECT OUTSIDE OF WHICH NO LAND DISTURBANCE ACTIVITIES WILL OCCUR DURING THE CONSTRUCTION OF THE PROJECT. 2. CONSTRUCTION SHALL BE ORGANIZED AND TIMED TO MINIMIZE THE DISTURBANCE OF SENSITIVE SPECIES OCCUPYING OR USING ON-SITE AND ADJACENT NATURAL HABITATS OR FEATURES. 3. CONSTRUCTION OF BARRIER FENCING SHALL BE PROVIDED AT THE LIMITS OF THE DEVELOPMENT DURING CONSTRUCTION. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. WARRANTEE AND INSPECTION NOTES The landscape contractor shall hold a pre-construction meeting with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural Area representatives to review project requirements. Additional onsite inspection meetings shall be scheduled during the installation phase of the project to inspect the quality of materials and installation methods. The landscape contractor shall schedule an inspection of the completed landscape work with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural Areas representatives within two weeks of final completion of all landscape work. Punch list items will be identified. Identified items shall be corrected within two weeks of this meeting. Upon correction of all punch list items a two year warrantee period will begin. All plant material will have a two year warrantee. The landscape contractor shall provide full warrantee on trees (not transplanted existing trees) and other landscape plants and materials. During the two year warrantee period the landscape contractor shall schedule a minimum of two inspections per year with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural Areas representatives. The purpose of these meeting is to evaluate growth and establishment of all trees and landscape plants. One inspection shall occur each year in June and one in September during the two year warrantee period. After the warrantee has been provided for two years the landscape contractor shall schedule a final inspection with the City Project Manager, Landscape Architect and City of Fort Collins Forestry and Natural areas representatives. Landscape contractor shall promptly replace trees and landscape plants found to have died or in poor condition and provide repairs to any landscaping as identified at any of the site inspections and as directed by the City Project Manager or a representative of the City of Fort Collins Forestry or Natural Areas. The landscape contractor shall advise the owner on maintenance practices during the warrantee period to improve plant growth and establishment. After the final installation inspection and once all punch list items have been satisfactorily completed, the City Project Manager will notify the landscape contractor that the warrantee period has been completed. Replaced plant material shall have a warrantee to the end of the two year warrantee period or for one year whichever provides for the longest period of time after plant replacement. AUG.24, 2017; JAN. 15, 2018 NATIVE SEEDING NOTES 1. PRIOR TO SEEDING, REMOVE WEEDS, DEBRIS AND ROCKS LARGER THAN 1" WHICH MAY HINDER SEEDING OPERATIONS. 2. FINE GRADING SHALL MAINTAIN POSITIVE DRAINAGE IN ORDER TO PREVENT PONDING; PROVIDE SMOOTH, WELL-CONTOURED SURFACE PRIOR TO SEEDING. 3. PREPARE SOIL PER PLANTING NOTES AND AS APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. 4. IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY NATURAL AREAS STAFF. 5. APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 6. PLANT SEED ON DRY, BARE GROUND FROM LATE OCTOBER THROUGH EARLY MAY. SEEDS MAY BE PLANTED USING A RANGELAND SEED DRILL OR BY HAND BROADCASTING. IF USING A SEED DRILL, IT IS BEST TO PLANT PERPENDICULAR ON SLOPES. SEED PER SPECIFIED APPLICATION RATE BETWEEN 1 4 - ½ INCH DEEP. FOR AREAS NOT ACCESSIBLE TO DRILL, HAND BROADCAST SEED INSTEAD OF DRILL SEEDING. FOR BROADCAST METHOD DOUBLE SPECIFIED APPLICATION RATE AND LIGHTLY RAKE THE AREA, EVENLY SPREAD THE SEED, AND LIGHTLY RAKE THE SEED IN. ENSURE GOOD SEED-TO-SOIL CONTACT. BE CAREFUL NOT TO BURY THE SEED OR CLUSTER IT INTO ENEVEN PATTERNS. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 7. TREAT NATIVE SEED MIX AREA PRIOR TO INSTALLATION OF SEED WITH APPROPRIATE HERBICIDE TO PROACTIVELY MITIGATE HERBACEOUS WEED SPECIES GROWTH DURING ESTABLISHMENT PERIOD THEN AFTER APPROPRIATE TIME PERIOD APPLY NATIVE SEED AS CALLED FOR ON APPROVED PLANS. 8. 1.5 TONS OF CERTIFIED WEED FREE HAY PER ACRE TO BE MECHANICALLY CRIMPED INTO THE TOPSOIL IN COMBINATION WITH AN ORGANIC MULCH TACKIFIER AT 200 LBS. PER ACRE WITHIN 24 HOURS OF SEEDING. PROVIDE TEMPORARY IRRIGATION UNTIL SEED IS ESTABLISHED. 9. CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 10. THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED AREAS, DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. AVOID MOWING WHEN CONDITIONS ARE HOT AND DRY. AVOID MOWING MORE THAN TWICE IN A GROWING SEASON. ALLOW PLANTS TO FLOWER AND SEED PRIOR TO MOWING. 11. NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT TOTAL COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND / OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND NATURAL AREAS STAFF. WATER BUDGET CHART HYDROZONE AREA WATER NEED ANNUAL WATER USE SF Gal. / SF Gal. HIGH 18 0 MODERATE 10 0 LOW 3 23,376 VERY LOW 0 0 0 0 7,792 48,496 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.4 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.4 0.7 0.9 1.4 1.7 1.2 1.1 0.8 0.7 0.8 1.1 1.0 1.4 1.8 1.1 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.4 0.8 1.5 3.7 4.4 2.5 1.5 1.0 1.0 1.4 1.4 1.1 3.4 3.4 2.7 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 1.4 1.1 0.9 1.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 2.5 0.8 0.5 1.0 4.5 0.0 0.0 0.0 0.0 0.0 0.0 4.8 1.0 0.6 1.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.1 0.7 0.9 1.5 0.0 0.0 0.0 0.0 0.0 0.0 1.9 1.3 0.8 0.8 1.0 0.0 0.0 0.0 0.0 0.0 0.0 1.9 1.2 0.7 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 2.6 1.0 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 4.6 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 2.7 0.8 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.3 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.7 1.3 2.8 3.7 2.9 1.3 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.8 1.1 2.0 2.7 1.4 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6 0.5 0.6 0.7 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.9 0.8 0.8 0.8 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.5 2.0 2.2 2.0 2.2 1.8 1.1 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.3 2.9 2.6 2.8 2.1 1.2 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1.1 1.7 1.7 1.0 2.1 1.7 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.7 0.9 0.6 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MECHANICAL ELECTRICAL PLUMBING Windsor, CO 80550 Ph: 970.686.1004 Email: jeremyb@srbllc.net 37127 Cullison Ridge Road larrys@srbllc.net SHEET NUMBER SHEET NAME ISSUE DATE REVISIONS CHECKED BY JOB NUMBER DRAWN BY THESE PLANS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK' UNDER THE COPYRIGHT PROTECTION ACT OF 1990. - ALL CONSTRUCTION SHALL CONFORM TO CURRENT UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE CODES. - DO NOT SCALE DRAWINGS FOR DIMENSIONS. CONSTRUCTION MANAGERS, SUB- CONTRACTORS AND ALL OTHER SUPPLIERS TO THIS PROJECT, HAVE THE COMPLETE RESPONSIBILITY TO NOTIFY ENGINEERS, ARCHITECTS AND ALL OTHER DESIGN PROFESSIONALS OF ANY DIS- CREPANCIES, CONFLICTS, BUILDING OR OTHER CODE REQUIREMENTS AS REP- RESENTED BY THESE CONSTRUCTION DOCUMENTS. ANY PROFESSIONAL LIABILITY CLAIMS SHALL BE LIMITED TO THE EXTENT OF SAID DESIGNERS FEE, ONLY AND IS HEREBY RECOGNIZED AS SUCH BY ANY CLAIMANTS, OWNERS, LIEN HOLDERS OR OTHERS. E-1.1 SITE PHOTOMETRIC PLAN 10.5.16 LS CW 16074 NIX FARM NATURAL AREA CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 NIX FARM NATURAL AREA LUMINAIRE MNT. HGT. Label MH Tilt WW ~13.25' 0.0 AA 19.0' 0.0 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts AA 1 MRP_LED_42 C_700_30K_S R2_MVOLT.ies Absolute 1.00 100 WW 6 wd14d3e35- 60l3k.ies Absolute 1.00 63.1 MRP LED 42C 700 30K SR2 MVOLT MRP POST TOP LIGHT 42 LEDs 700 mA DRIVE CURRENT 30K COLOR TEMP TYPE 2 DISTRIBUTION HLM LIGHT ENGINE WD14D3E35- 60L3K WALL DIRECTOR LED DIE-CAST ALUMINUM HOUSING AND LEND FRAME . FLAT GLASS LENS. EMITTER DECK CONSISTING OF DIODES, PRISMS, AND CARRIER PLATE. 60 DIODES. 3000K. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Bldg. Surrounds / Drive Boundary Spill 0.4 fc 4.8 fc 0.0 fc N / A N / A 0.0 fc 0.2 fc 0.0 fc N / A N / A Fueling Station 0.3 fc 2.9 fc 0.0 fc N / A N / A SECTION B-B SECTION A-A RAIN GARDEN OUTLET STRUCTURE RAIN GARDEN ELEVATIONS GENERAL NOTES JTC RA 1276-195-00 8 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 2. FIRE HYDRANT WATER MAINS SHALL BE DUCTILE IRON PIPE. ALL FITTINGS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 3. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 4. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 5. ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC. 6. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 7. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 8. STORM PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) BEDDED PER STANDARDS. RCP SHALL HAVE FLEXIBLE GASKET MATERIAL (WATER TIGHT RUBBER GASKETS) CONFORMING TO ASTM C443 AND TYPE 4-G BELL SPIGOT JOINTS. 9. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 10. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 11. ADJUST ALL EXISTING UTILITY MANHOLES, VALVE COVERS, ETC TO WITHIN LIMITS OF NEW WORK TO FINISHED GRADE. 12. TRENCH DRAIN SHALL BE 8" WIDE SLOPED CHANNEL ACO POWERDRAIN S200K WITH LOAD CLASS F (4-BOLT SLOTTED) GRATE. GRATE TO BE SECURED USING '4-BOLT' LOCKING MECHANISM. PROVIDE IN-LINE CATCH BASIN (SK2-902D) AT DOWNSTREAM END OF TRENCH DRAIN WITH REMOVABLE TRASH BUCKET. TRENCH DRAIN INVERTS ARE ESTIMATED AND TO BE VERIFIED IN THE FIELD. RA 1276-195-00 7 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 3. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = LEGEND BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH INLET PROTECTION CONSTRUCTION ENTRANCE W/ VEHICLE TRACKING CONTROL SEDIMENT CONTROL LOG OUTLET STRUCTURE PROTECTION ROCK SOCKS CONCRETE WASHOUT AREA NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. FOLLOW MANUFACTURER RECOMMENDATIONS FOR THE INSTALLATION OF SCOURSTOP. IT IS RECOMMENDED THAT THE SCOURSTOP BE PLACED OVER SEEDED NA GREEN S150 (TEMP TURF REINFORCEMENT MAT) AND DOWNSTREAM TO PROTECT THE SOILS PRIOR TO VEGETATION BEING WELL ESTABLISHED. 8. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS. CoFC Standard erosion and sediment control notes: 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. FLOW CONTROL PLATE SOFT BOTTOM PAN Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 FUTURE EXPANSION PLAN 01/29/18 1" = 30' N/A JTC RA 1276-195-00 5 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 NOTE: 1. IMPROVEMENTS ASSOCIATED WITH THE FUTURE SITE AND BUILDING EXPANSION ARE SUBJECT TO THE APPROPRIATE APPROVAL PROCESS AND HAVE NOT BEEN APPROVED WITH THIS DEVELOPMENT PLAN. 2. FIRE ACCESS AND WATER SUPPLY IMPROVEMENTS (COMPLETION OF WATER MAIN LOOP ALONG HOFFMAN MILL ROAD AND POTENTIAL ADDITIONAL FIRE HYDRANTS) WILL BE REQUIRED AS SITE CONTINUES TO DEVELOP. 3. THE SECONDARY POINT OF ACCESS TO TIMBERLINE ROAD WILL NEED TO BE IMPROVED AT A FUTURE DATE, BUT NO LATER THAN AT SUCH TIME AS PERMITTING OF BUILDINGS C, D, H, & I. AT THAT TIME, THE WIDTH AND SURFACE OF THE ROAD SHALL BE IMPROVED TO CURRENT FIRE LANE STANDARDS TO THE BEST EXTENT POSSIBLE, OR AS SITE CONSTRAINTS AND TERRAIN ALLOW. ANY DEVIATION TO SET STANDARDS WILL REQUIRE APPROVAL OF THE FIRE MARSHAL. Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME NIX FARM NATURAL AREAS FACILITY MAJOR AMENDMENT 2016 HORIZONTAL CONTROL PLAN 01/29/18 1" = 30' N/A JTC RA 1276-195-00 4 of 10 CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 PH: 970.416.2815 NOTES: 1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION 2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS AND STANDARDS. 4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH ARCH AND LANDSCAPE. 5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKING. 6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD COORDINATED WITH OWNER. NOTE: ADD KNOX BOX AND LOCK AT EXISTING FIRE ACCESS GATE ADJACENT TO TIMBERLINE ROAD LIGHT DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT LEGEND City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date APPROX LIMITS OF SAWCUT LINE DEMO UTILITIES / FENCE / ETC DEMO STRUCTURE/UTILITY/ LIGHT/ ETC DEMO ASPHALT / CONCRETE TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREE (RE: LA) LEGEND NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 4. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 5. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 6. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 7. REFER TO LANDSCAPE TREE MITIGATION PLAN FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 8. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE DEMOLITION. EASEMENT EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GV GATE VALVE HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM MC MOISTURE CONDITION ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NHBZ NATURAL HABITAT BUFFER ZONE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PKWY PARKWAY PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RC RECOMPACT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE ROW RIGHT-OF-WAY RT RIGHT SS SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TC TOP OF CONCRETE TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WM WATER METER WSE WATER SURFACE ELEVATION PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED EMERGENCY OVERFLOW ROUTE EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) CITY OF FORT COLLINS BENCHMARK #51-01 WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY 0.2 MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY STREET. ELEV= 4923.75 CITY OF FORT COLLINS BENCHMARK #8-02 ON THE SOUTHEAST CORNER OF THE INTERSECTION OF LEMAY AVENUE AND MULBERRY STREET, IN THE CURB, ON THE SOUTHEAST SIDE OF A TRIANGULAR ISLAND THAT CONTAINS THE TRAFFIC SIGNAL. ELEV= 4936.08 PLEASE NOTE: THIS PLAN SET IS USING NGVD29 UNADJUSTED FOR A VERTICAL DATUM. IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NAVD88 = 4923.75 (NGVD29 UNADJUSTED) + 3.18 NAVD88 = 4936.08 (NGVD29 UNADJUSTED) + 3.19 HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM. HORIZONTAL CONTROL BASED VRS. UTILITY CONTACTS: OWNER / DEVELOPER Fort Collins Natural Areas 1745 Hoffman Mill Road Fort Collins, CO 80524 Ph. 970.416.2815 ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, Colorado 80550 Ph. 970.674.3300 LANDSCAPE ARECHTIECT Torrey Design Studio, LLC 2156 Meander Road Windsor, CO 80550 Ph. 970.214.6314 SURVEYOR King Surveyors 650 Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 ARCHITECT Architecture West, LLC 160 Palmer Drive Fort Collins, CO 80525 Ph. 970.207.0424 LIGHT & POWER City of Fort Collins Light & Power Contact: JANET MCTAGUE Ph.224.6154 STORMWATER,WATER & WASTEWATER City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Shane Boyle Ph. 970.221.6339 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. JASON T. CLAEYS P.E. NO. 42122 INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 FUTURE EXPANSION PLAN (FOR REFERENCE ONLY) 6 DRAINAGE & EROSION CONTROL PLAN 7 GRADING PLAN 8 UTILITY PLAN 9 - 10 DETAILS 01.16.18 EXISTING ZONING: P-O-L PUBLIC OPEN LANDS AAAARRRREEEEAAAASSSS AG. BUILDINGS OFFICE MAINTENANCE / SHOP VEHICLE GARAGE _____________________ TTTTOOOOTTTTAAAALLLL EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD BUILDINGAREA BUILDING AREA OFFICE (3:1000 S.F.) MAINT./SHOP (5:1000 S.F.) NIXFACILITY NIX FARM NATURAL AREAS FACILITY 8,966 SF 8,300 SF 6,480 SF ___________________ 23,SF23,746 SF 10,000 SF 17,400 SF 10,000 SF ___________________ 37,SF37,400 SF AAAARRRREEEEAAAASSSS FLEET PUBLIC OFFICE + VISITOR ___________________ TTTTOOOOTTTTAAAALLLL EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD PPPPAAAARRRRKKKKIIIINNNNGGGG 47 94 ______ (54) + (40) _____________ 111144441111 BIKE PARKING REQUIRED: 2 ENCLOSED 7 BIKE SPACES 9 SPACES TOTAL PROVIDED: 3 ENCLOSED 21 BIKE SPACES 24 SPACES TOTAL FUTURE IMPROVEMENT PLAN NOTES FINAL DETAILS OF NIX FARM EXPANSION AREAS SHALL BE REVIEWED FOR COMPLIANCE WITH THE LAND USE CODE BY MINOR OR MAJOR AMENDMENT, AS APPLICABLE. FUTURE BUILDINGS AND SITE IMPROVEMENTS SHALL BE REVIEWED AS A MINOR OR MAJOR AMENDMENT AS APPLICABLE. SUCH AMENDMENTS SHALL BE CONSIDERED AS PART OF A SEPARATE BUT COMPLETE APPLICATION INCLUDING SITE PLAN, LANDSCAPE PLAN, ARCHITECTURAL ELEVATIONS, AND ANY OTHER PLANS OR REPORTS AS MAY BE REQUIRED. FIRE ACCESS AND WATER SUPPLY; FIRE ACCESS AND WATER SUPPLY SITE ADJUSTMENTS / IMPROVEMENTS WILL BE REQUIRED AS THIS SITE CONTINUES TO FURTHER DEVELOP. FUTURE IMPROVEMENTS; REVIEW OF FUTURE IMPROVEMENTS MAY BE REQUIRED BY MINOR OR MAJOR AMENDMENT, AS DETERMINED BY STAFF. TRAFFIC; THE TRAFFIC STUDY NEARS A WARRANT FOR SHORT TERM AND LONG TERM IMPROVEMENTS/MODIFICATIONS. IF SAFETY BECOMES A CONCERN AT THIS INTERSECTION, CITY TRAFFIC OPERATIONS COULD LIMIT ACCESS. 58 52 ______ (25) + (27) _____________ 111111110000 100% 2% 9% 89% EXISTING ZONING: P-O-L PUBLIC OPEN LANDS AAAARRRREEEEAAAASSSS AG. BUILDINGS OFFICE MAINTENANCE / SHOP VEHICLE GARAGE _____________________ TTTTOOOOTTTTAAAALLLL EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD BUILDINGAREA BUILDING AREA OFFICE (3:1000 S.F.) MAINT./SHOP (5:1000 S.F.) 8,966 SF 8,300 SF 6,480 SF 0 SF ___________________ 23,SF23,746 SF 1,200 SF 5,000 SF ___________________ 29,SF29,946 SF AAAARRRREEEEAAAASSSS FLEET PUBLIC OFFICE + VISITOR ___________________ TTTTOOOOTTTTAAAALLLL EEEEXXXXIIIISSSSTTTTIIIINNNNGGGG PPPPRRRROOOOPPPPOOOOSSSSEEEEDDDD PPPPAAAARRRRKKKKIIIINNNNGGGG 45 38 ______ (25) + (13) _____________ 88883333 PROVIDED: 3 ENCLOSED 21 BIKE SPACES 24 SPACES TOTAL 58 52 ______ (25) + (27) _____________ 111111110000 BIKE PARKING REQUIRED: 1 ENCLOSED 5 BIKE SPACES 6 SPACES TOTAL WAYFINDING ;A PLAN FOR ADDRESSING THE BUILDINGS AND WAYFINDING THROUGH THE SITE SHALL BE SUBMITTED TO PFA FOR REVIEW AND APPROVAL. SECURITY / GATE ACCESS;A PLAN TO ALLOW FIRE DEPARTMENT ACCESS TO ALL GATES INTO AND WITHIN THE FACILITY STILL SHALL BE REVIEWED AND APPROVED. ALL ACCESS GATES INCLUDING AT TIMBERLINE ROAD SHALL BE DESIGNED TO THE FOLLOWING STANDARDS. IFC 503.6: THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS ACCESS ROAD SHALL BE APPROVED BY THE FIRE CHIEF. WHERE SECURITY GATES ARE INSTALLED, THEY SHALL HAVE AN APPROVED MEANS OF EMERGENCY OPERATION. THE SECURITY GATES AND THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES. IFC D103.5: GATES SECURING FIRE APPARATUS ACCESS ROADS. SPV MARKING;COMMERCIAL ROOFTOP MOUNTED SOLAR ARRAYS REQUIRE A SEPARATE PLAN REVIEW AND PERMIT FROM THE POUDRE FIRE AUTHORITY. REFER TO IFC 605.11.1 FOR ACCESS AND PATHWAY DETAILS. HAZMAT;FCLU 3.4.5(B): IF ANY USE ON THE DEVELOPMENT SITE MAY ENTAIL THE USE OR STORAGE OF HAZARDOUS MATERIALS (INCLUDING HAZARDOUS WASTES) ON-SITE, THE PROJECT SHALL BE DESIGNED TO COMPLY WITH ALL SAFETY, FIRE AND BUILDING CODES FOR THE USE AND STORAGE OF THE HAZARDOUS MATERIALS INVOLVED. FIREREQUIREMENTS FIRE REQUIREMENTS IR1.0 IRRIGATON NOTES IR1.1 IRRIGATION PLANS IR2.1 IRRIGATION DETAILS SHEET NO SHEET NAME 0.0 COVER SHEET PLANNING PL1.0 PHASE I SITE PLAN PL1.1 FUTURE EXPANSION PLAN PL2.1 MAINTENANCE FACILITY ELEVATIONS & PERSPECTIVES PL2.2 NEW VEHICLE STORAGE ELEVATIONS & PERSPECTIVES VICINITY MAP NO SCALE OVERALL SITE AREA STANDARDNOTES STANDARD NOTES 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR- CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 13. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 14. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 15. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. FORT COLLINS, COLORADO 160 PALMER DRIVE (970) 207-0424 FORT COLLINS, CO. 80525 NIX FARM NATURAL AREAS FACILITY 0.0 COVER SHEET CITY OF FORT COLLINS NATURAL AREAS DEPARTMENT 1745 HOFFMAN MILL ROAD FORT COLLINS, CO 80524 MAJOR AMENDMENT LEGALDESCRIPTION LEGAL DESCRIPTION A TRACT OF LAND SITUATED IN THE EAST ½ OF SECTION 18, TOWNSHIP 7 NORTH, RANGE 68 WEST, OF THE SIXTH P.M., LARIMER COUNTY, COLORADO, WHICH, CONSIDERING THE EAST LINE OF THE SOUTHEAST ¼ OF SAID SECTION 18 AS BEARING S00°00'00”E, AND WITH ALL THE BEARINGS CONTAINED HEREIN RELATIVE THERETO, IS CONTAINED WITHIN THE BOUNDARY LINES WHICH BEGIN AT A POINT WHICH BEARS N00°00'00”W 2989.85 FEET, AND AGAIN N82°25'00”W 1249.40 FEET, AND AGAIN N82°25'00”W 30.84 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 18, AND RUN THENCE S01°57'11”E 264.69 FEET; THENCE S05°09'54”W 299.23 FEET; THENCE S06°42'45”E 239.98 FEET; THENCE S32°46'58”E 143.59 FEET; THENCE S57°43'38”E 245.32 FEET; THENCE S14°34'41”E 137.00 FEET; THENCE S03°34'42”E 287.83 FEET; THENCE S13°47'32”E 249.42 FEET; THENCE S19°21'06”W 88.21 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF THE GREAT WESTERN RAILROAD (FORMERLY KNOWN AS BURLINGTON NORTHERN RAILROAD); THENCE ALONG SAID NORTHERLY RIGHT-OFWAY LINE N18°14'36”W 91.29 FEET, AND AGAIN ON THE CHORD OF A SPIRAL CURVE TO THE LEFT, N19°15'07”W 152.60 FEET, AND AGAIN ALONG THE ARC OF A 1482.29 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 1180.60 FEET, THE LONG CHORD OF WHICH BEARS N44°03'53”W 1149.63 FEET, AND AGAIN ON THE CHORD OF A SPIRAL CURVE TO THE LEFT N68°52'40”W 152.60 FEET, AND AGAIN ALONG THE ARC OF A 1482.29 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 1180.60 FEET, THE LONG CHORD OF WHICH BEARS N44°03'53”W 1149.63 FEET, AND AGAIN ON THE CHORD OF A SPIRAL CURVE TO THE LEFT, N68°52'40”W 152.60 FEET, AND AGAIN N69°53'11”W 779.71 FEET TO THE NORTH- SOUTH CENTERLINE OF SAID SECTION 18; THENCE ALONG SAID NORTH-SOUTH CENTERLINE, N00°02'56”E 441.26 FEET TO THE SOUTHERLY LINE OF THE POUDRE TRAIL; THENCE ALONG SAID SOUTHERLY LINE, S58°06'26”E 56.86 FEET, AND AGAIN ALONG THE ARC OF A 225.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 195.06 FEET, THE LONG CHORD OF WHICH BEARS S82°56'37”E 189.01 FEET, AND AGAIN N72° 13'13”E 135.73 FEET, AND AGAIN ALONG THE ARC OF A 75.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 65.97 FEET, THE LONG CHORD OF WHICH BEARS THE N47°01'23”E 63.86 FEET, AND AGAIN ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 24.29 FEET, THE LONG CHORD OF WHICH BEARS N49°39'38”E 23.35 FEET, AND AGAIN N77° 29'43”E 443.42 FEET, AND AGAIN ALONG THE ARC OF A 75.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 44.94 FEET, THE LONG CHORD OF WHICH BEARS N60°19'40”E 44.27 FEET; THENCE LEAVING SAID SOUTHERLY LINE, S69°32'35”E 139.30 FEET; THENCE S83°23'32”E 167.90 FEET; THENCE S78°13'34”E 132.48 FEET; THENCE S26°36'22”E 104.04 FEET TO THE POINT OF BEGINNING, CONTAINING 27.4798 ACRES, MORE OR LESS, AND BEING SUBJECT TO ALL EASEMENTS AND RIGHT-OF-WAY WHICH ARE EXISTING OR ARE OF RECORD. THE UNDERSIGNED HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS, EASEMENTS, AREAS, AND ALIGNMENTS AS SHOWN ON THIS PLAT TO BE KNOWN AS NIX FARM NATURAL AREAS FACILITY, SUBJECT TO ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. 01.16.18