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HomeMy WebLinkAboutWOODSPRING SUITES - FDP200004 - DOCUMENT MARKUPS - ROUND 2 - SITE, LANDSCAPE & ELEVATIONS PLANSFORT COLLINS, COLORADO 847 SE FRONTAGE ROAD WOODSPRING SUITES FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FINAL DEVELOPMENT PLANS FOR WOODSPRING SUITES LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING, LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO JANUARY 24, 2020 1 - COVER SHEET 2 - SITE PLAN 3 - CONTEXTUAL SITE PLAN 4 - GRADING PLAN 5 - UTILITY PLAN 6 - TRASH - RECYCLE ENCLOSURE 7 - LANDSCAPE PLAN 8 - LANDSCAPE NOTES & SCHEDULES 9 - PLANTING DETAILS 10 - SITE AMENITIES 11 - SITE LIGHTING AND PHOTOMETRIC PLAN 12 - LIGHTING CUT SHEETS PROJECT BENCHMARKS: NATIONAL GEODETIC SURVEY 1984 BENCHMARK, DESIGNATION - D 402, AT THE JUNCTION OF STATE HIGHWAY 14 AND 9TH STREET, 398' SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF HIGHWAY 14. 36.1' EAST OF THE CENTERLINE OF 9TH STREET, AND 4.3' NORTH OF UTILITY POLE NUMBER 530 WITH TWO GUY WIRES. NOTE: ACCESS TO THE DATUM POINT IS THROUGH A 5" LOGO CAP, ELEVATION = 4927.07' (NAVD 88 VERTICAL DATUM). BASIS OF BEARINGS: S54°31'02"W, BEING THE SOUTH TANGENT LINE OF LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING AS MEASURED BETWEEN THE MONUMENTS FOUND AND SHOWN HEREON. COVER SHEET N SITE LOCATION MAP ORIGINAL FIELD SURVEY: POINT CONSULTING, LLC. PROJECT NUMBER: 19.015 DATE: FEBRUARY 27, 2019 SUBSURFACE EXPLORATION BY: RACHEL C. POTT, E.I. TERRACON 1901 SHARP POINT DRIVE, SUITE C FORT COLLINS, CO 80525 DISCLAIMER STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. CERTIFICATION STATEMENT: I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT WOODSPRING SUITES 847 SE FRONTAGE ROAD TRASH - RECYCLE ENCLOSURE FORT COLLINS, COLORADO LKArchitecture •••••••••••••• •••••••••••••• ••••••••••• ••••••••••• ••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••• ••• ••• • • • •• ••• • • •• •• • ••••• • 345 Riverview Wichita, KS 67203 316.T 268.0230 F 316.268.0205 LKArchitecture, Inc.•• 3 TRASH ENCLOSURE WALL SECTION 1/2"=1'-0" 4" GRANULAR FILL CONCRETE SLAB REF. CIVIL & STRUCTURAL DWGS. FOR DIMENSIONS 8'-0" NOM. 8" CMU, PAINT EXPOSED INSIDE SURFACES MIN. TWO COATS OF ENAMEL SW 6120. 4 PIPE BOLLARD 1/2"=1'-0" CONCRETE PIER FOOTING CONCRETE SLAB 1/2" EXP. JOINT FILLER AND SEALANT 6" STD. STEEL PIPE FILLED WITH CONCRETE, PAINT SAFETY YELLOW PRE-FAB BOLLARD CAP AS PROVIDED BY "TOP GARD" PIPE BOLLARDS CAPS UNDISTURBED SOIL REF. CIVIL AND STRUCTURAL DWGS. FOR DIMENSIONS 3'-0" 1/2" 6" 3'-0" 6" 7'-2" 4" 4 CHISELED STONE 4 1/2" CAP TO MATCH STONE ON TRASH ENCLOSURE WALL CULTURED STONE TO MATCH STONE ON BUILDING SET POSTS IN CONCRETE, TYP. • ••••• •• ••••••• ••• •••••••••••••••••••••••••••••••••••• ••••••••• 5" STEE STEEL PIPE FILLED WITH CONCRETE TS 3"X2"X.125" FRAME WITH 1"X1" MIN. .125 GAGE WIRE FABRIC PANELS, PAINT SW 6120 GREASE NIPPLE AT EACH SLEEVE 77 6" 7'-7' 2" 4" 4 1/2" 4 QUE SK2 4 B & B GYM DIO 3 B & B QUE SHU 1 B & B PIN ST2 1 B & B PIN ST2 1 B & B RIB AL2 15 5 gal RIB AL2 9 5 gal PAN SH3 13 5 gal POT DRO 7 3 gal RIB AL2 9 5 gal PAN SH3 23 5 gal POT DRO 13 3 gal JUN PFI 5 5 gal JUN PFI 5 5 gal JUN PFI 5 5 gal EUO COM 9 5 gal JUN PFI 5 5 gal RUD GO2 51 4"pot NEP WAL 25 4"pot PER WAL 11 4"pot PER WAL 11 4"pot NEP WAL 43 4"pot HEM PAR 14 4"pot HEM PAR 14 4"pot BOU BLO 17 2 gal CAL KAR 12 3 gal BOU BLO 27 2 gal RHU GR2 4 5 gal TIL RED 2 B & B TIL RED 3 B & B WOODSPRING SUITES 847 SE FRONTAGE ROAD FORT COLLINS, COLORADO Architecture $UFKLWHFWXUH‡(QJLQHHULQJ‡3ODQQLQJ‡,QWHULRU'HVLJQ‡/DQGVFDSH$UFKLWHFWXUH T F LKArchitecture, Inc.‹ Designed: Drawn: Checked: Date: 9 PLANTING DETAILS X 2X 1/2"=1'-0" J.Best J.Best J.Best 01.21.20 STONE SIZE VARIES - 4" - 8" HEIGHT CUT SANDSTONE WALL DRY-LAY BATTER WALL AT 1:8 OR 12.5% BOTH FACES GARDEN WALL FOR PERFORATED DRAIN PIPE AND DRAIN ROCK DAYLIGHT THROUGH WALL AT 30' O.C. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. STONE SIZE VARIES - 4" - 8" HEIGHT 4" MULCH LAYER BATTER WALL AT 1:8 OR 12.5% BOTH FACES COMPACTED AGGREGATE PREPARED PLANTER BACKFILL FRIABLE SANDY LOAM, 3% ORGANIC MATERIAL RETAINING WALL COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT. COMPACTED AGGREGATE STONE SIZE VARIES - 4" - 8" HEIGHT CUT SANDSTONE WALL DRY-LAY BATTER WALL AT 1:8 OR 12.5% BOTH FACES FILTER FABRIC NOTE: LENGTHS SHALL VARY BETWEEN 8"-24" LONG CUT SANDSTONE SHALL BE BETWEEN 4"-8" HEIGHT CAP STONE SHALL BE CONTINUOUS WIDTH 2/18/2020 Mask Text Mask Text Mask Text Mask Text CEL PR2 3 B & B CEL PR2 2 B & B JUN PFI 5 5 gal EUO COM 14 5 gal EUO COM 14 5 gal JUN TAY 6 B & B CAR PET 7 2 gal PAN SH3 11 5 gal JUN PFI 8 5 gal JUN SCO 1 B & B CAL KAR 9 3 gal CEL OCC 1 B & B QUE SK2 1 B & B QUE SK2 1 B & B QUE SK2 1 B & B JUN PFI 10 5 gal JUN PFI 2 5 gal JUN PFI 2 5 gal PIN PIN 1 B & B RUD GO2 32 4"pot ACH MOO 15 4"pot QUE SHU 1 B & B CAR PET 7 2 gal RHU GR2 14 5 gal BOU BLO 16 2 gal RIB AL2 15 5 gal QUE MUE 1 B & B QUE MUE 1 B & B QUE MUE 1 B & B QUE MUE 1 B & B GYM DIO 1 B & B QUE MUE 1 B & B QUE SHU 1 B & B QUE SHU 1 B & B QUE MUE 1 B & B PIN PIN 1 B & B GLE SH2 1 B & B GYM DIO 1 B & B QUE SK2 1 B & B QUE SK2 1 B & B PIN ST2 3 B & B CAR PET 7 2 gal RHU GR2 46 5 gal PAN SH3 25 5 gal CAR PET 14 2 gal RHU GR2 13 5 gal CAR PET 9 2 gal CAR PET PAN SH3 13 2 gal 26 5 gal BOU BLO 11 2 gal PIN ST2 3 B & B RIB AL2 8 5 gal CAL KAR 9 3 gal JUN SCO 2 B & B RUD GO2 1 4"pot PAN SH3 20 5 gal POT DRO 8 3 gal PAN SH3 7 5 gal CAR PET 6 2 gal PIC G22 6 B & B PIN NIG 5 B & B JUN SCO 3 B & B PIN PIN 3 B & B JUN SCO 5 B & B RIB AL2 20 5 gal CHA LAT 7 3 gal RHU GR2 14 5 gal JUN PFI 13 5 gal JUN SCO 3 B & B BOU BLO 17 2 gal PYR PE2 3 B & B PYR PE2 4 B & B QUE MUE 1 B & B 10' 12'-10" 10' 10'-8" 10'-11" 12'-8" 42'-4" 64'-9" 3' 3' PAN SH3 7 5 gal 7'-5" 5' 7'-7" 5' 5' 5' 5' 5' 6'-6" 6'-6" 5' 5' PIN PIN 7 B & B JUN WO3 4 B & B JUN WO3 4 B & B ALANDSCAPE SCALE: 1" = 20'-0" PLAN Section 3.2.1 Landscaping & Tree Protection Item D - Street Trees: 30'-40' Spacing along Southeast Frontage Road 310 LF Frontage / 40 LF = 8 Required Trees (50% Single Species) 7 Trees Provided in R/W, 5 Trees Provided Adjacent Property Item E - Landscape Standards - Parking Lot Perimeter: Northwest Property Line: 276 LF / 40 = 7 Required Trees Southwest Frontage Road: NA- Building Screens Parking Lot 70% Screening Required 7 Trees Provided, Screening Provided - Parking Lot Interior: 10% of Interior Parking Lot to be Landscaped 54,764 SF Parking Lot 6,421 SF Landscaped Area (11.7%) 1 Tree/150 SF Parking Lot Landscaped Area 7,600/ 150 = 43 Trees Required 43 Trees Provided - I-25 Corridor Landscape: 75% Screening Required (Berm & Shrubs) 1 tree & 10 Shrubs per 25' Frontage 610 LF Frontage = 25 Trees & 250 Shrubs Required 30 Trees Provided, 199 Shrubs Provided 36" High Dry-Stacked Sandstone Wall - Building Landscaping: 50% of High-Visibility Facades - 50% Foundation Planting Street Facade: 235 LF (117.5 LF Required) 118 LF Provided Rear Facade: 242 LF (121 LF Required) 130 LF Provided LANDSCAPE CALCULATIONS HYDROZONE CALCULATIONS Very Low Zone Low Zone Moderate Zone High Zone WOODSPRING SUITES 847 SE FRONTAGE ROAD FORT COLLINS, COLORADO Architecture $UFKLWHFWXUH‡(QJLQHHULQJ‡3ODQQLQJ‡,QWHULRU'HVLJQ‡/DQGVFDSH$UFKLWHFWXUH T F LKArchitecture, Inc.‹ Designed: Drawn: Checked: Date: Planting Areas 12,274 SF 10 Gallons/SF -- -- -- 122,740 Gallons Totals 29,726 SF 11.7 Gallons/SF 347,086 Gallons 7 LANDSCAPE PLAN TREE INVENTORY # Species DBH 1 Siberian Elm < 11" Condition Fair Mitigation None Required R 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. Fescue Sod Area 11,466 SF 18 Gallons/SF 206,388 Gallons J.Best J.Best J.Best 01.21.20 Buffalo Seed (on-site) 5,986 SF 3 Gallons/SF 17,958 Gallons 2/18/2020 **Mask all text in line work & hatching.** **All circled are line over text.** Mask Text 777 CANE BOLT - REF. 6/SA1.01 NOTE: ALL EXPOSED METAL TO BE CLEANED AND PAINTED, PER SPECIFICATIONS 2TRASH ENCLOSURE GATE ELEVATION 1/2"=1'-0" 1" STOP COLLAR WELDED TO POST TYP. 1TRASH ENCLOSURE PLAN 1/2"=1'-0" CJ CJ SLOPE 1/4"/FT. SLOPE 1/4"/FT. EQ. 1'-0" 2'-9" 2'-9" 7" CONCRETE SLAB WITH 6X6 W1.4XW1.4 WWF - VERIFY WITH CIVIL 8 C.Y. DUMPSTER (N.I.C.) BOLLARD - REF. 4/SA.1 (6 PLACES) S) EDGE OF FOUNDATION ENCLOSURE GATE (2 PAIR) CULTRUED STONE TO MATCH BUILDING ON 8" CMU 3/SA1.01 TYP. CJ CJ SLOPE 1/4"/FT. SLOPE 1/4"/FT. 1'-0" 2'-9" 2'-9" 6 C.Y. RECYCLE Y BIN (N.I.C.) 2'-0" 24'-8" REFER TO CIVIL FOR CONCRETE APPROACH DRILL CONCRETE APRON TO ACCEPT CANE BOLT, EA. SIDE CANE BOLT - REF. 6/A8.5 2/SA1.01 PROVIDE 1 1/4" DIA. GALV. STEEL PIPE, 3" LONG, SET INTO CONCRETE TO RECEIVE CANE BOLT (EA. SIDE) 5'-0" 5'-0" F 5'-0" 5'-0" 2'-0" EQ. 8" 12'-4" 12'-4" 7'-0" 5'-4" 5'-4" 7'-0" . 13'-4"" 7'-0" 3'-0" 3'-4" CHISELED STONE CAP TO MATCH STONE ON TRASH ENCLOSURE WALL 1'-7 3/4" 1'-7 3/4" 2/18/2020 10 6 **All circled are line over text.** 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. CONTACT INFORMATION SHEET INDEX PROJECT TEAM: OWNER/APPLICANT MATTHEW E. VOS TALLGRASS FORT COLLINS, LLC 250 N. WATER SUITE 300 WICHITA, KS 67202 ARCHITECT LARRY WEBB LK ARCHITECTURE 345 RIVERVIEW SUITE 200 WICHITA, KS 67203 LANDSCAPE ARCHITECT JEFF BEST LK ARCHITECTURE 345 RIVERVIEW SUITE 200 WICHITA, KS 67203 SITE ENGINEER EMILY FELTON, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 4582 SOUTH ULSTER STREET SUITE 1500 DENVER, CO 80237 SURVEYOR CAMERON M. WATSON, PLS POINT CONSULTING, LLC 8460 W KEN CARYL AVE LITTLETON, CO 80128 TRAFFIC ENGINEER CURTIS ROWE KIMLEY-HORN AND ASSOCIATES, INC. 4582 SOUTH ULSTER STREET SUITE 1500 DENVER, CO 80237 GEOTECHNICAL ENGINEER RACHEL C. POTT, E.I. TERRACON 1901 SHARP POINT DRIVE SUITE C FORT COLLINS, CO 80525 UTILITY CONTACTS: GAS TERRY STENCEL XCEL ENERGY (970) 225-7857 ELECTRIC COY ALTHOFF CITY OF FORT COLLINS LIGHT & POWER (970) 224-6150 CABLE DON KAPPERMAN COMCAST (970) 567-0425 TELECOMMUNICATIONS WILLIAM JOHNSON CENTURYLINK (970) 377-6401 WATER RANDY SIDDENS, P.E. EAST LARIMER COUNTY WATER DISTRICT (970) 493-2044 WASTEWATER BRIAN ZICK, P.E. BOXELDER SANITATION DISTRICT (970) 498-0604 STORMWATER & EROSION CONTROL CITY OF FORT COLLINS WES LAMARQUE (970) 416-2418 LEGAL DESCRIPTION: LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING, BEING A REPLAT OF LOTS 15 AND 16, INTERCHANGE BUSINESS PARK, RECORDED APRIL 20, 2010 AT RECEPTION NO. 20100021612, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PLANNING APPROVAL: BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO THIS DAY OF A.D., 20 . DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OWNER'S CERTIFICATION OF APPROVAL: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS THE DAY OF , 20 . NOTARIAL CERTIFICATE STATE OF COLORADO COUNTY OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (PRINTED NAME) THIS DAY OF , 20 . MY COMMISSION EXPIRES: NOTARY PUBLIC (SEAL) SITE PLAN NOTES: 1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2. 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. 3. 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. 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. ACCESSABLE 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 THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 13. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14. 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. 15. 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. 16. 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. 17. 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. FLOODPLAIN NOTE: BY SCALED MAP LOCATION AND GEOGRAPHICAL REVIEW OF THE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 08069C0984H, DATED FEBRUARY 21, 2019, THE ENTIRE SITE APPEARS TO FALL OUTSIDE OF ANY FLOODPLAINS. LAND USE TABLE E. MULBERRY ST. SE FRONTAGE RD. NW FRONTAGE RD. NE FRONTAGE RD. SW FRONTAGE RD. STOCKTON AVE. JOHN DEERE AVE. CLOVERLEAF WAY CANAL DR. I-25 SITE ZONING: COMMERCIAL ZONING: COMMERCIAL ZONING: COMMERCIAL ZONING: COMMERCIAL Does not match the required format. See written comments. 2/18/2020