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HomeMy WebLinkAboutWOODSPRING SUITES - FDP200004 - DOCUMENT MARKUPS - ROUND 2 - SITE, LANDSCAPE & ELEVATIONS PLANS (2)FORT 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 MARCH 18, 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 SETBACK PLAN 9 - LANDSCAPE NOTES & SCHEDULES 10 - PLANTING DETAILS 11 - SITE AMENITIES 12 - SITE LIGHTING AND PHOTOMETRIC PLAN 13 - LIGHTING CUT SHEETS 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 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 FORT 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 LEGEND # SITE PLAN N VICINITY MAP 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 SITE PLAN NOTES NORTH E. MULBERRY ST. SE FRONTAGE RD. NW FRONTAGE RD. NE FRONTAGE RD. SW FRONTAGE RD. STOCKTON AVE. JOHN DEERE AVE. CLOVERLEAF WAY CANAL DR. SITE LAND USE TABLE SOUTHEAST FRONTAGE ROAD (PRIVATE) INTERSTATE 1-25 ∆ FORT 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 CONTEXUAL SITE PLAN N VICINITY MAP 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 NORTH E. MULBERRY ST. I-25 SE FRONTAGE RD. NW FRONTAGE RD. NE FRONTAGE RD. SW FRONTAGE RD. STOCKTON AVE. JOHN DEERE AVE. CLOVERLEAF WAY CANAL DR. SITE INTERSTATE 1-25 SOUTHEAST FRONTAGE ROAD (PRIVATE) INTERSTATE 1-25 EXIT RAMP FORT 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 GRADING PLAN 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 NORTH GENERAL NOTES ABBREVIATION LEGEND LEGEND SOUTHEAST FRONTAGE ROAD (PRIVATE) INTERSTATE 1-25 FORT 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 UTILITY PLAN 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 LEGEND T GENERAL NOTES NORTH T SOUTHEAST FRONTAGE ROAD (PRIVATE) INTERSTATE 1-25 WOODSPRING SUITES 847 SE FRONTAGE ROAD TRASH - RECYCLE ENCLOSURE FORT COLLINS, COLORADO LKArchitecture Architecture • Engineering • Planning • Interior Design • Landscape Architecture 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" 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. 6" Ø x 8" STEEL SLEEVE TYP. 5" 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 4" 4 1/2" CANE BOLT - REF. 6/SA1.01 NOTE: ALL EXPOSED METAL TO BE CLEANED AND PAINTED, PER SPECIFICATIONS QUE SK2 4 B & B QUE SHU 1 B & B RIB AL2 15 5 gal RIB AL2 9 5 gal PAN SH3 13 5 gal RIB AL2 9 5 gal PAN SH3 23 5 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 PER WAL 11 4"pot PER WAL 11 4"pot HEM PAR 14 4"pot HEM PAR 14 4"pot CAL KAR 12 3 gal BOU BLO 27 2 gal RHU GR2 4 5 gal CEL PR2 3 B & B CEL PR2 2 B & B EUO COM 14 5 gal EUO COM 14 5 gal PAN SH3 11 5 gal 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 10' 12'-10" 10' 10'-8" 7'-5" 5' 13'-11" 63'-2" 60' 5' 10' 15' 10' 15' 10' 7'-5" 5' 17'-2" 80' 35'-2" 10'-4" 36'-10" 35'-4" 28'-2" ALANDSCAPE SCALE: 1" = 20'-0" BUFFER 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: 8 LANDSCAPE BUFFER PLAN J.Best J.Best J.Best 03.04.20 I-25 Buffer Provided Minimum Buffer Width: 10' Maximum Buffer Width: 63'-2" 63% of Buffer is 10' Wide 37% of Buffer is Greater Than 10' Wide (Width Varies) 36" High, Dry-Stacked Sandstone Wall Provided 30 Trees Provided 199 Shrubs Provided 7KH0RGLILFDWLRQRI6WDQGDUGWR/8&† %  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 LANDSCAPE NOTES & SCHEUDLES GENERAL 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. LANDSCAPE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS AND SERVICE NECESSARY TO FURNISH AND INSTALL MATERIALS AS SPECIFIED HEREIN AND AS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL REFER TO SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS AND RELATED TO PLANTING AND LANDSCAPING. THE CONTRACTOR WILL BE EXPECTED TO FOLLOW ALL THE REQUIREMENTS CALLED FOR IN THE SPECIFICATIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 4. QUANTITIES OF MATERIALS SHOWN ON THE PLANTING PLAN TAKE PRECEDENCE OVER QUANTITIES SHOWN ON THE PLANT MATERIAL SCHEDULE. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 5. REPORT DISCREPANCIES IN THE PLANTING PLAN PRIOR TO PURCHASE OF MATERIALS OR STARTING CONSTRUCTION. 6. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT LANDSCAPE ARCHITECT'S WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CANNOT BE OBTAINED. ARCHITECT RESERVES THE RIGHT TO REVISE PLANT LIST AS DEEMED NECESSARY. 7. PLANT SUBSTITUTIONS WILL ONLY BE ALLOWED UNDER THE FOLLOWING CONDITIONS: LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE ARCHITECT STATING WHAT PLANTS TO BE SUBSTITUTED AND THE REQUESTED SUBSTITUTION PLANT ALONG WITH EXPLANATION OF SUBSTITUTION REQUEST. NO SUBSTITUTION SHALL CONSTITUTE AN INCREASE IN COST FROM THE ORIGINAL CONTRACT AMOUNT. ANY PLANT SUBSTITUTIONS NOT APPROVED SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR AT THE TIME OF INSPECTION. 8. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING AND AFTER INSTALLATION. 9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON THE BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES ADJACENT TO THE WORK AREA 2) TO PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE 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: 10 PLANTING DETAILS X 2X 1/2"=1'-0" J.Best J.Best J.Best 03.04.20 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 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: 11 SITE AMENITIES J.Best J.Best J.Best 03.04.20 24" 12" DIA 12" 4" ‘ 4 1/2" DIA ANCHOR CIRCLE 24" 36" ‘ ‘ ANCHOR CIRCLE R6" 2" SCH. 40 STL PIPE ( 2 3/8" O.D. ) 3/8" THK STL ANCHOR PLATE :  W W S G FOUND YELLOW PLASTIC CAP STAMPED "NORTHERN PLS 14823" FOUND YELLOW PLASTIC CAP STAMPED "NORTHERN PLS 14823" E E INTERSTATE 25 X X X RD RD 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ALIGHT FIXTURE TYPE "F" N.T.S. LIGHT FIXTURE TYPE "L" N.T.S. CLIGHT FIXTURES TYPE "SA" N.T.S. B DLIGHT FIXTURES TYPE "SB" N.T.S. FORT 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 12 LIGHTING CUT SHEETS LIGHTING CUT SHEETS 13 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 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 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 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 4.2 5.3 4.0 5.3 4.5 4.5 7.8 4.9 5.3 4.8 4.8 5.3 5.7 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.2 0.3 0.5 0.5 0.5 0.5 0.6 0.8 0.9 0.8 0.8 0.8 0.0 0.4 0.4 0.7 0.8 0.8 0.8 0.7 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.4 0.5 0.9 1.7 1.8 1.8 1.7 1.4 2.1 2.7 2.7 2.5 1.3 0.1 0.1 1.7 2.6 2.6 2.6 1.5 0.6 0.7 1.5 1.8 1.8 1.7 1.0 0.3 1.0 1.2 1.0 1.3 4.0 6.6 6.4 3.6 1.4 3.2 7.3 8.5 6.9 8.5 5.7 2.1 0.4 0.8 3.3 6.2 6.7 4.2 1.4 0.2 1.8 1.7 1.5 1.5 2.7 3.8 0.7 2.9 10.4 8.2 2.6 0.5 0.1 0.1 0.4 2.4 7.2 11.2 3.1 0.9 0.1 2.4 2.4 1.9 1.7 3.6 8.3 0.0 2.4 3.0 3.0 2.4 2.0 3.7 8.9 0.1 2.7 3.6 3.6 2.9 2.3 3.3 4.7 0.4 2.9 4.2 4.2 3.4 2.5 1.9 1.6 0.2 2.3 4.5 4.5 3.7 2.5 1.4 0.9 11.8 9.0 2.8 0.8 0.4 0.6 0.8 2.8 7.9 13.0 0.2 2.1 3.9 4.3 3.8 2.7 1.8 1.4 2.2 4.9 7.8 7.4 4.2 1.9 3.7 7.9 9.2 3.4 7.2 9.6 6.5 2.8 1.1 1.5 4.1 7.4 8.0 1.8 3.1 3.8 3.7 3.0 2.3 2.2 2.7 3.2 2.9 2.7 2.4 2.0 2.9 3.8 4.2 5.0 4.0 3.9 3.8 2.6 1.6 1.7 2.7 3.1 3.0 3.0 3.3 3.1 2.8 2.8 3.1 2.8 2.1 1.6 1.4 1.7 1.8 1.8 2.0 2.1 1.4 1.7 1.7 2.1 2.1 2.1 2.1 2.1 1.7 1.7 1.9 2.1 2.1 2.2 2.4 2.9 2.9 3.1 3.5 3.4 2.7 2.0 1.4 1.2 1.3 1.4 1.6 1.8 1.8 1.9 2.0 2.0 2.0 1.9 1.9 1.9 1.9 1.8 2.0 2.2 2.3 2.1 1.7 1.5 1.6 1.7 2.5 3.2 3.8 4.1 3.7 2.8 2.0 1.4 1.3 1.6 1.8 2.0 2.1 2.3 2.6 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.3 2.7 3.0 2.7 2.1 1.0 0.9 1.5 2.8 3.9 4.7 4.6 3.9 2.9 2.1 1.7 1.8 2.2 2.6 2.8 3.0 3.4 3.6 3.4 3.1 2.9 2.8 2.6 2.3 2.6 3.3 3.7 3.4 2.6 0.6 0.5 1.5 3.0 4.6 5.0 4.6 3.8 3.0 2.3 2.2 2.5 3.1 3.5 3.8 4.2 4.3 4.2 3.8 3.6 3.3 2.7 2.4 2.8 3.7 4.4 4.3 3.1 0.3 0.4 1.2 3.4 4.5 4.6 4.4 3.8 3.2 2.8 2.8 3.3 3.7 4.1 4.3 4.4 4.3 4.3 3.9 3.4 2.8 2.6 3.1 4.1 5.0 5.0 3.6 0.5 2.2 3.4 4.2 4.5 4.5 4.1 3.5 3.3 3.5 4.0 4.0 4.3 4.4 4.6 4.4 4.3 3.7 3.1 2.8 3.4 4.5 5.5 5.6 3.6 0.2 0.6 2.4 3.6 4.4 4.8 4.8 4.5 4.0 3.9 3.6 3.6 4.0 4.4 4.4 4.4 4.3 4.0 3.5 3.3 3.9 4.8 5.6 5.7 3.8 0.3 0.9 2.9 4.0 4.7 5.3 5.4 4.9 4.1 3.4 3.0 3.4 3.6 3.8 3.9 4.2 4.2 4.0 4.0 4.3 5.0 5.5 5.3 3.8 0.6 1.4 3.3 4.5 5.7 6.2 5.9 4.9 3.8 3.0 2.8 2.9 3.1 3.5 4.1 4.3 4.3 4.3 4.5 5.1 5.5 5.0 3.7 0.4 0.9 2.0 4.2 5.8 7.1 7.0 6.1 4.7 3.4 2.8 2.6 2.7 3.1 3.8 4.2 4.3 4.2 4.5 5.3 5.6 4.9 3.6 0.8 1.3 2.7 5.0 7.0 7.8 7.2 5.9 4.4 3.2 2.7 2.7 3.1 3.7 3.9 4.0 4.2 4.5 5.3 5.5 4.8 3.5 1.2 3.2 5.7 7.5 7.6 6.9 5.6 4.2 3.2 2.9 3.0 3.3 3.2 3.3 3.7 4.3 5.1 5.4 4.8 3.5 4.0 6.5 7.4 7.3 6.4 5.2 4.0 3.2 2.9 2.6 2.4 2.4 2.9 3.9 4.8 5.4 4.9 3.5 2.8 4.6 6.7 7.2 6.8 5.9 4.9 3.9 3.0 2.4 2.0 1.8 2.2 3.3 4.6 5.4 5.2 3.5 2.7 4.4 6.3 6.4 6.1 5.6 4.8 3.7 2.7 1.9 1.5 1.8 2.9 4.3 5.3 5.3 2.9 2.0 4.0 5.1 5.6 5.6 5.3 4.5 3.5 2.5 1.7 1.7 2.7 4.0 4.9 4.8 3.1 0.0 3.6 4.5 5.0 5.3 5.1 4.4 3.5 2.6 2.2 2.7 3.7 4.3 4.0 2.8 3.9 4.6 5.1 5.1 4.5 3.6 3.0 3.0 3.5 3.6 3.2 2.3 3.4 4.5 5.2 4.9 4.2 3.6 3.4 3.3 3.1 2.6 1.8 2.6 3.8 4.4 4.1 3.8 3.5 3.1 2.7 2.1 1.5 2.1 3.0 3.2 3.1 2.9 2.6 2.1 1.6 1.1 2.1 2.2 2.2 1.9 1.5 1.5 1.3 1.0 5.6 3.7 3.6 2.5 1.4 2.3 3.6 3.6 5.4 4.7 2.8 2.0 1.6 1.5 1.6 2.0 2.8 4.6 F F 3.4 1.9 1.1 1.7 2.7 1.6 1.1 1.9 3.4 F F F F F F F SA SA SA SA SA SA SB SA SB SB T E E FORT 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 11 SITE LIGHTING & PHOTOMETRIC PLAN 14 C cEV CHARGING STATION ENLARGED PLAN NTS BPOLE BASE DETAIL N.T.S. ELECTRICAL SITE PLAN KEYED NOTES SITE UTILTIES SHOWN TO DEMONSTRATE THAT UTILITY LINES ARE NOT CROSSING OR WITHIN 10'-0" OF EACH OTHER. SEE CIVIL ENGINEERING DRAWINGS FOR POINTS OF CONNECTION AND EXACT ROUTING. 1 1 1 1 1 ASITE LIGHTING PHOTOMETRIC PLAN 1" = 30'-0" 0 GRAPHIC SCALE IN FEET NORTH 15 30 60 NOTE: THE FOOT CANDLE LEVELS SHOWN ON THE PHOTOMETRIC PLAN ARE A REPRESENTATION OF APPROXIMATE LIGHT LEVELS. LIGHTING VALUES ARE BASED ON IES FILES PROVIDED BY THE MANUFACTURER AND THE LIGHTING PROGRAM USED. LIGHT LEVELS SHOWN MAY VARY FROM ACTUAL SITE READINGS. WALL MOUNTED LIGHTING FIXTURE, SEE SITE LIGHTING FIXTURE SCHEDULE THIS SHEET, (TYP.). FRONT ENTRY, EIGHT (8) LIGHT FIXTURES TYPE `L'. REAR ENTRY, FIVE (5) LIGHT FIXTURES TYPE `L'. WOODSPRING SUITES FORT COLLINS, CO SIDEWALK (TYPICAL) LIGHT POLE W/LETTER DESIGNATION, SEE SITE LIGHTING FIXTURE SCHEDULE ON THIS SHEET, (TYPICAL). TRASH ENCLOSURE SITE LIGHTING & PHOTOMETRIC PLAN ELECTRICAL METER LOCATION 12 ‘+2/(6 1/2" THK STL PLATE ‘ ANCHOR HOLES 23 7/8" 1/2" X 2" STL BAR 27 3/8" 23 15/16" 17 7/16" 32 13/16" 8 3/8" 71" 69" 2" X 4" ( NOM. ) IPE SLAT 2" X 3" ( NOM. ) IPE SLAT 1/2" THK STL PLATE 5/16" X 1 1/2" SS BTN SKT HD LAG SCREW W/ WASHER 1/2" X 2" STL BAR APPURTENANCES, ETC. WHICH OCCUR AS A RESULT OF CONSTRUCTION. PLANTING PREPARATION 10. THE LANDSCAPE CONTRACTOR SHALL HAVE TOPSOIL TESTED BY A CERTIFIED TESTING LABORATORY AND OBTAIN RECOMMENDATIONS FOR SOIL AMENDMENT TYPE(S) AND QUANTITIES. RECOMMENDATIONS SHALL BE SPECIFIC TO THE TOPSOIL OF THIS REPORT TO THE ARCHITECT FOR THEIR RECORDS. THE LANDSCAPE CONTRACTOR SHALL BE EXPECTED TO AMEND SOILS PER THE RECOMMENDATIONS AND SPECIFICATIONS. 15. BACKFILL: FOR PLANT EXCAVATIONS TO BE CLEAN NATURAL TOPSOIL MIXED WITH AMENDMENTS AT THE RATIOS SPECIFIED BY A CERTIFIED TOPSOIL ANALYSIS. 16. PARKING LOT ISLANDS SHALL BE EXCAVATED TO A DEPTH OF 24" AND BACKFILLED WITH APPROVED TOPSOIL AND REQUIRED AMENDMENTS. 17. ALL PLANTER ISLANDS AND PLANTING BEDS SHALL BE BERMED WITH A 6H:1V AND PLANTED PER THE PLANS TO SHED WATER TO TURF OR PAVED OR AREAS. PLANTING MATERIALS 18. ALL PLANT MATERIAL SHALL BE WELL-FORMED AND DEVELOPED IN GOOD CONDITION, HEALTHY, VIGOROUS AND FREE OF PESTS AND DISEASE. 19. PLANTS SHALL COMPLY IN ALL APPLICABLE RESPECTS WITH ACCEPTABLE STANDARDS AS SET FORTH IN THE AMERICAN ASSOCIATION OF NURSERYMAN'S "AMERICAN STANDARD OF NURSERY STOCK." THESE STANDARDS SHALL REPRESENT THE GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE THE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 20. ALL TREES SHALL HAVE STRAIGHT TRUNKS (FOR SINGLE STEM SPECIES) AND FULL CROWN AND MEET ALL REQUIREMENTS SPECIFIED. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 21. PLANT LOCATIONS AND QUANTITIES SHOWN ARE APPROXIMATE. ADJUST PLANT LOCATIONS AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING INDICATED ON THE PLANS. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 23. PLANT MATERIALS SHALL BE PROTECTED FROM THE DRYING ACTION OF THE SUN AND WIND AFTER BEING DUG, WHILE BEING TRANSPORTED, AND WHILE AWAITING PLANTING. BALLS OF PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY SHALL BE PROTECTED FROM DRYING ACTION BY COVERING THEM WITH MOIST MULCH. PERIODICALLY, APPLY WATER TO MULCH-COVERED BALLS TO KEEP MOIST. IF PLANTING SHOULD OCCUR DURING GROWING SEASON, APPLY ANTI-DESSICANT TO LEAVES BEFORE TRANSPORT TO REDUCE LIKELIHOOD OF WINDBURN. REAPPLY ANTI-DESSICANT AFTER PLANTING PLANTING TO REDUCE TRANSPIRATION. 24. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT SCHEDULE. PLANTS DESIGNATED CONTAINER GROWN SHALL HAVE BEEN GROWN IN POTS, CANS OR BOXES FOR FOR A MINIMUM OF SIX MONTHS AND A MAXIMUM OF TWO YEARS. THESE PLANTS SHALL BE REMOVED FROM CONTAINERS BEFORE PLANTING. PLANTS THAT APPEAR ROOT-BOUND SHALL BE REJECTED. 25. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. RELATED ITEMS 26. PLANTING BEDS SHALL BE COMPLETELY MULCHED AS SPECIFIED. PLACE MINIMUM 4" OF HARDWOOD MULCH IN ALL SHRUB BEDS, PLACE 4" OF HARDWOOD MULCH IN ALL TREE SAUCERS. PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. 27. PLANTING BEDS RECEIVING MULCH ARE TO BE FREE OF WEEDS AND GRASS. TREAT BEDS WITH A PRE-EMERGENT HERBICIDE PRIOR TO PLANTING AND MULCH PLACEMENT. APPLY IN ACCORDANCE WITH STANDARD TRADE PRACTICE. 28. ALL PLANTING BEDS SHALL BE SEPARATED FROM TURF AREAS WITH COMMERCIAL-GRADE, STEEL. EDGING SHALL BE SECURED WITH METAL STAKES SUFFICIENT TO HOLD EDGING IN PLACE. EDGING SHALL NOT EXTEND ABOVE ANY ADJACENT SIDEWALKS. 29. DECOMPOSED GRANITE: PROVIDE 1 4" MINUS STABILIZED DECOMPOSED GRANITE. BUFF BREEZE COLOR OR SIMILAR. INSTALL OVER COMPACTED AGGREGATE AND SEPARATION (WEED MAT) BARRIER AND CONTAIN WITH STEEL, COMMERCIAL-GRADE EDGING. COMPACT TO A FIRM AND STABLE SURFACE. ENSURE NO LOW POINTS OR AREAS WHERE WATER MAY POND. PROVIDE POSITIVE CROSS SLOPE TO ENSURE PROPER DRAINAGE. SUBMIT DECOMPOSED GRANITE, STABILIZER AND EDGING FOR REVIEW AND APPROVAL. 30. SEATING STONES: PROVIDE LOCALLY AVAILABLE GRANITE BOULDERS FOR SEATING STONES. BOULDERS SHALL BE A MINIMUM 18" TALL FOR SEATING AND HAVE FLAT SURFACES CONDUCIVE TO SEATING. SUBMIT SELECTED BOULDERS IN PHOTOGRAPHS FOR REVIEW AN APPROVAL BY LANDSCAPE ARCHITECT. 31. WEED MAT IS REQUIRED IN RIVER COBBLE AREAS. THE CONTRACTOR SHALL USE A 4.1oz WOVEN POLYPROPYLENE, NEEDLE-PUNCHED FABRIC WEED BARRIER. OVERLAP EDGES A MINIMUM OF 6". SECURE EDGES WITH STAPLES. LAWNS AND SEEDING 32. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING OPERATIONS. 33. TURF GRASS TYPE: SOD SHALL BE A LOCALLY AVAILABLE HARDY, TURF-TYPE TALL FESCUE (FESTUCA ELAITOR CVS). CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND ESTABLISHMENT OF THE SOD TO THE LIMITS INDICATED ON THE PLANS. ROLL SOD FOR A SMOOTH AND CONSISTENT FINAL LAWN. NATIVE GRASS SEEDED AT THE RATE OF 5LBS./1000 SF USING A GRASS SEED DRILL TO PLANT SEED 1 4"-1/2" DEPTH. INSPECTIONS/MAINTENANCE AND CLEAN-UP 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. 31. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE SPECIFICATION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 32. REMOVE ALL RUBBISH, EQUIPMENT AND MATERIAL AND LEAVE THE AREA IN A NEAT, CLEAN CONDITION EACH DAY. MAINTAIN PAVED AREAS UTILIZED FOR HAULING EQUIPMENT AND MATERIALS BY OTHER TRADES IN A CLEAN AND UNOBSTRUCTED CONDITION AT ALL TIMES. 33. REMOVE SOIL OR DIRT THAT ACCUMULATED DURING OR AS A RESULT OF PLANTING OPERATIONS EACH DAY. 34. LIMIT AMOUNT OF PRUNING TO A MINIMUM NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. PRUNE IN SUCH A MANNER AS NOT TO CHANGE NATURAL HABIT OR SHAPE OF PLANT. MAKE CUTS FLUSH, LEAVING NO STUBS. CENTRAL LEADERS SHALL NOT BE REMOVED. 35. LANDSCAPE CONTRACTOR TO REMOVE TREE STAKES, GUYS, AND ALL DEAD WOOD ON TREES AND SHRUBS ONE YEAR AFTER PROVISIONAL ACCEPTANCE. LANDSCAPE NOTES PLANTING SCHEDULE 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 CUR 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 ( 1 2) 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 PLAINTS, 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 USED. 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 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. TREE PROTECTION NOTES-CITY OF FORT COLLINS 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. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. 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 AMENDMENTS 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 (1000) 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 SOIL AMENDED, 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 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 STREET LIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY SEWER AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY SEWER 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 SIGH 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 NOT BE 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 PLAN 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 LOCATIONS MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. GENERAL LANDSCAPE NOTES-CITY OF FORT COLLINS J.Best J.Best J.Best 03.04.20 1. 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. 2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE. 3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE. STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5. SUBJECT TO APPROVAL BY THE CITY FORESTER-STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. STREET TREE NOTES-CITY OF FORT COLLINS TREE DIA. AT BREAST HEIGHT (INCHES) AUGER DIST. FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 1% 12% 6% 5% 5% 7% 5% 3% 9% 7% 7% 10% 4% 5% %/TOTAL Low Medium Medium Low Low/Medium Medium Low/Medium Low/Medium Low/Medium Low/Medium Low/Medium Medium/High Low/Medium Low Low/Medium 14% TREES QTY BOTANICAL NAME COMMON NAME CONT SIZE REMARKS CEL OCC 1 Celtis occidentalis Common Hackberry B & B 3.5"Cal CEL PR2 13 Celtis occidentalis `Prairie Sentinel` Prairie Sentinel Hackberry B & B 3.5"Cal GYM DIO 6 Gymnocladus dioica `Espresso` Kentucky Coffeetree B & B 3.5"Cal JUN SCO 5 Juniperus scopulorum Rocky Mountain Juniper B & B 10` Ht. JUN WO3 8 Juniperus scopulorum `Woodward` Woodward columnar juniper B & B 8` Ht. JUN TAY 6 Juniperus virginiana `Taylor` Taylor Eastern Redcedar B & B 8` Ht. PIC G22 3 Picea pungens `Glauca` Colorado Blue Spruce B & B 10` Ht. PIN PIN 14 Pinus edulis Pinon Pine B & B 10` Ht. PIN NIG 5 Pinus nigra Austrian Black Pine B & B 10` Ht. PIN ST2 9 Pinus strobiformis Southwestern White Pine B & B 10` Ht. PYR PE2 7 Pyrus calleryana `Redspire` Redspire Callery Pear B & B 2"Cal QUE MUE 7 Quercus muehlenbergii Chinkapin Oak B & B 3.5"Cal QUE SK2 10 Quercus robur `Skymaster` Skymaster English Oak B & B 3.5"Cal QUE SHU 4 Quercus shumardii Shumard Red Oak B & B 3.5"Cal TIL RED 5 Tilia americana `Redmond` Redmond American Linden B & B 3.5"Cal SHRUBS QTY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS BOU BLO 88 Bouteloua gracilis `Blonde Ambition` Blue Grama 2 gal CAL KAR 30 Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass 3 gal CAR PET 63 Caryopteris x clandonensis Bluebeard 2 gal CHA LAT 7 Chasmanthium latifolium Wood Oats 3 gal EUO COM 37 Euonymus alatus `Compactus` Compact Burning Bush 5 gal JUN PFI 55 Juniperus chinensis `Kallays Compact` Kallay Compact Pfitzer Juniper 5 gal PAN SH3 132 Panicum virgatum `Shenandoah` Switch Grass 5 gal POT DRO 28 Potentilla fruticosa `Gold Drop` Gold Drop Potentilla 3 gal RHU GR2 77 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac 5 gal RIB AL2 76 Ribes alpinum Alpine Currant 5 gal GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS ACH MOO 15 Achillea x `Moonshine` Moonshine Yarrow 4"pot 18" o.c. HEM PAR 28 Hemerocallis x `Pardon Me` Pardon Me Daylily 4"pot 12" o.c. NEP WAL 68 Nepeta x faassenii `Walkers Low` Walkers Low Catmint 4"pot 18" o.c. PER WAL 22 Perovskia atriplicifolia `WALPPB` Peek A Blue Russian Sage 4"pot 24" o.c. RUD GO2 84 Rudbeckia fulgida sullivantii `Goldsturm` Black-eyed Susan 4"pot 12" o.c. WRUHGXFHWKHUHTXLUHGODQGVFDSHGEXIIHUEHWZHHQWKHEXLOGLQJRU parking lot edge and the I-25 right-of-way from 80 feet to a varying range of 10 to 56 feet, and to reduce the number of required shrubs from 244 to 199: (i) will not be detrimental to the public good, (ii) will promote the general purpose of LUC † %  HTXDOO\ZHOORUEHWWHUWKDQZRXOGDSODQZKLFKFRPSOLHVZLWK/8&† %  DQG LLL E\UHDVRQRI exceptional physical conditions and other extraordinary and exceptional situations unique to the Site, the strict application RI/8&† %  ZRXOGUHVXOWLQXQXVXDODQGH[FHSWLRQDOSUDFWLFDOGLIILFXOWLHVDQGH[FHSWLRQDODQGXQGXHKDUGVKLS upon the Owner. With respect to the foregoing, the Hearing Officer specifically finds: 1. 7KH3URMHFW VLQFRUSRUDWLRQRIPRUHWUHHVWKDQUHTXLUHGE\/8&† %   IRUDWRWDORIWLJKWO\VSDFHGWUHHV  sandstone walls, boulders, and shrubs within the reduced landscaped buffer along I-25 and the enhanced landscaping and curvilinear sandstone wall feature at the southwestern portion of the Site will sufficiently mitigate the visual impacts of the Project and create a landscaped appearance that promotes the purpose of LUC † %  HTXDOO\ZHOORUEHWWHUWKDQZRXOGDSODQZKLFKFRPSOLHVZLWK/8&† %   2. 7KHDQWLFLSDWHGFRQGHPQDWLRQE\WKH&RORUDGR'HSDUWPHQWRI7UDQVSRUWDWLRQ ³&'27´ RIDSSUR[LPDWHO\ square feet of the western portion of the Site creates an extraordinary and exceptional situation unique to the Site. 3. The triangular shape of the Site creates an exceptionally challenging physical condition for development. This condition was created when the Site was originally platted by Larimer County and prior to annexation to, and DGRSWLRQRI/8&† %  E\WKH&LW\RI)RUW&ROOLQV 4. 7KHGLIILFXOWLHVDQGKDUGVKLSWKDWZRXOGDFFUXHWRWKH2ZQHULI/8&† %  ZDVVWULFWO\DSSOLHGZRXOGEHWKH result of CDOT's condemnation of a significant portion of the Site and the unique physical conditions of the Site (including its unusual triangular shape), and not the result of an act or omission of the Owner or Applicant. I-25 Buffer Note 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 RIB AL2 15 5 gal 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 QUE SK2 1 B & B CAR PET 7 2 gal RHU GR2 46 5 gal PAN SH3 25 5 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 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 BOU BLO 17 2 gal PYR PE2 3 B & B PYR PE2 4 B & B QUE MUE 1 B & B 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 PIN ST2 3 B & B - JUN TAY 6 B & B - CAR PET 7 2 gal BOU BLO 17 2 gal RUD GO2 51 4"pot NEP WAL 25 4"pot POT DRO 7 3 gal NEP WAL 43 4"pot - POT DRO 13 3 gal RIB AL2 20 5 gal CHA LAT 7 3 gal JUN PFI 8 5 gal - TIL RED 2 B & B TIL RED 3 B & B GYM DIO 3 B & B BOU BLO 16 2 gal RHU GR2 14 5 gal - QUE MUE 1 B & B QUE SK2 1 B & B CAR PET 14 2 gal - JUN SCO 3 B & B CEL PR2 3 B & B PIN ST2 3 B & B - PIN ST2 3 B & B - CEL PR2 1 B & B GYM DIO 1 B & B - QUE SK2 1 B & B - GYM DIO 1 B & B - CEL PR2 3 B & B PIN PIN 3 B & B - PIN NIG 5 B & B - PIC G22 3 B & B CEL PR2 1 B & B - PIN PIN 3 B & B - JUN PFI 13 5 gal - PAN SH3 7 5 gal - CAR PET 6 2 gal 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 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 03.13.20 Native Seed (on-site) 5,986 SF 3 Gallons/SF 17,958 Gallons TURF SOD & NATIVE SEEDING Fescue Sod Areas: Locally grown and available, turf-type Tall Fescue (Festuca Elaitor CVS). Native Seed Areas: 70% Buffalo Grass (Buchloe Dactyloides) 20% Blue Grama (Bouteloua gracilis) 5% Purple Prairie Clover (Dalea purpurea) 5% White Prairie Clover (Dalea canidia) Seed Rate: 5lbs./1000 sf 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) 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 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" 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" 6" 7'-2" 10 6 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 CODY SNOWDON CITY OF FORT COLLINS LIGHT & POWER (970) 416-2306 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. 18. ALL FREESTANDING SIGNS SHALL BE GROUND SIGNS AND SHALL BE LIMITED TO A MAXIMUM HEIGHT OF FOURTEEN (14) FEET ALONG AND PERPENDICULAR TO I-25 AND TWELVE (12) FEET ALONG AND PERPENDICULAR TO ALL OTHER STREETS. SUCH GROUND SIGNS SHALL SUBJECT TO ALL OTHER REQUIREMENTS IN LUC §3.8.7. 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 CONDITIONS OF APPROVAL: 1. THE APPLICANT SHALL PROVIDE DOCUMENTATION TO THE CITY OF FORT COLLINS TO EVIDENCE APPLICANT'S RIGHT TO UTILIZE THE SOUTHEAST FRONTAGE ROAD, AS SHOWN AND LAID OUT ON THE IBP PLAT, FOR CONTINUING ACCESS TO AND FROM THE SITE. SUCH DOCUMENTATION SHALL BE IN THE FORM OF A PERPETUAL ACCESS EASEMENT BENEFITING THE SITE AND GRANTED BY INTERCHANGE BUSINESS PARK, LLC, A COLORADO LIMITED LIABILITY COMPANY OR ITS SUCCESSOR(S) OR ASSIGN(S), OR OTHER DOCUMENTATION SUFFICIENT TO DEMONSTRATE TO THE SATISFACTION OF THE CITY THAT THE SITE HAS UNOBSTRUCTED ACCESS TO AND FROM A PUBLIC STREET, AS REQUIRED BY LUC §3.2.2(D)(2). 2. THE LANDSCAPE PLAN (SHEET 7 OF THE "PRELIMINARY DEVELOPMENT PLANS" SHALL BE REVISED AS NECESSARY TO CLEARLY IDENTIFY THE VARYING LANDSCAPE BUFFER OF 10 TO 56 FEET ALONG THE SITE'S I-25 FRONTAGE. 3. SEE SITE PLAN NOTE 18, THIS SHEET FOR REQUIRED NOTE ON FINAL DEVELOPMENT PLAN. THIS NOTE WAS REQUESTED TO BE ADDED TO THE SITE PLAN AND WAS ADDED AS NOTE 6. 4. PRIOR TO AND AS A CONDITION OF THE SIGNATURE OF THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBOR SERVICES ON THE PROJECT DEVELOPMENT PLAN (PDP). THE APPLICANT SHALL RESOLVE/CORRECT ANY AND ALL MINOR TECHNICAL ISSUES ON THE PDP AS DIRECTED BY CITY STAFF. 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