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HomeMy WebLinkAboutPlans - Site Plan - 04/16/2025W. HARMONY RD.W. HARMONY RD. W. TROUTMAN PKWY. S. M A S O N S T . S. C O L L E G E A V E . SITE TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - C O V R . d w g PROJECT NO. SHEET 4/16/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O CO V E R S H E E T C1.0 BASIS OF BEARINGS ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 EMAIL: EMILY.FELTON@KIMLEY-HORN.COM CONTACT: EMILY FELTON, PE SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, #300 GREENWOOD VILLAGE, CO 80111 TEL: (303) 228-2300 EMAIL: DARREN.WOLTERSTORFF@KIMLEY-HORN.COM CONTACT: DARREN R. WOLTERSTORFF, PLS LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 EMAIL: EMILY.SHAUGHNESSY@KIMLEY-HORN.COM CONTACT: EMILY SHAUGHNESSY, PLA OWNER/DEVELOPER: PEDERSEN TOYOTA, LLC 4455 SOUTH COLLEGE AVENUE FORT COLLINS, CO 80525 TEL: (970) 266-7302 EMAIL: MARK@PEDERSENTOYOTA.COM CONTACT: MARK PEDERSEN CONTACTS NORTH SITE LOCATION MAP SCALE: 1" = 1000' BENCHMARK FLOODPLAIN STATEMENT THIS PROPERTY IS LOCATED WITHIN OTHER AREAS - AREA OF MINIMAL FLOOD HAZARD - ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP 08069C1000F, DATED DECEMBER 19, 2006 - NOT PRINTED. THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS SURVEY IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAPS. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. PROJECT DATUM: NAVD88 BENCHMARK CSU-2 ELEVATION: 5006.29 FEET PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.21' PEDERSEN TOYOTA MAJOR AMENDMENT PLANS LOT 1, PEDERSEN TOYOTA FILING NO. 1 LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO ARCHITECT: JOHN MAHONEY ARCHITECT, LLC 850 WEST ELLIOT ROAD, SUITE 108 TEMPE, AZ 85284 TEL: (480) 345-8457 EMAIL: JENNIFER@MAHONEYARCH.COM CONTACT: JENNIFER SMITHEY MA J O R A M E N D M E N T P L A N S SHEET LIST TABLE SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C2.0 SITE PLAN TM1.0 TREE MITIGATION PLAN TM2.0 TREE OBSERVATION TABLE L1.0 LANDSCAPE PLAN L1.1 HYDROZONE DIAGRAM L2.0 LANDSCAPE NOTES & DETAILS IR1.0 IRRIGATION PLAN IR2.0 IRRIGATION NOTES & SCHEDULES IR2.1 IRRIGATION DETAILS IR2.2 IRRIGATION DETAILS A200a BUILDING ELEVATIONS A200 BUILDING ELEVATIONS A204 BUILDING MATERIALS A510 SITE DETAILS ES100 DEMOLITION SITE PLAN ES101 ELECTRICAL SITE PLAN ES102 SITE PLAN NOTES AND SCHEDULES ES103 PHOTOMETRIC SITE PLAN ES104 SITE LIGHTING CUTSHEETS ES105 SITE LIGHTING CUTSHEETS LAND USE TABLE ZONING GENERAL COMMERCIAL DISTRICT SITE ACREAGE GROSS: 5.02 ACRES NET: 5.02 ACRES MAXIMUM BUILDING HEIGHT 4 STORIES MAX TOTAL FLOOR AREA TOTAL BUILDING: 51,366 SF GFA FLOORS = 2 USE: VEHICLE SALES/RENTALS W/ OUTDOOR STORAGE RATIO OF FLOOR AREA TO LOT SIZE 1:4.3 PARKING REQUIRED: 103 PROPOSED STANDARD: 304 PROPOSED ADA: 3 (1 VAN) PROPOSED TOTAL: 307 BICYCLE PARKING SPACES: 4 PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS DAY, _______________. ________________________________________________ DIRECTORS SIGNATURE OWNER'S CERTIFICATE 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 PROJECT DEVELOPMENT PLAN WITHIN THE LIMIT OF DEVELOPMENT BOUNDARY. _____________________________________________________________________________ OWNER (SIGNED)DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, _______________. BY: ______________________________________________ (PRINT NAME) AS _______________________________________________ MY COMMISSION EXPIRES: __________________________ WITNESS MY HAND AND OFFICIAL SEAL. __________________________________________________________________________________ NOTARY PUBLIC ADDRESS 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), ODORCONTROLLED 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 EIGHT-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.THE STAGING AREA WILL INCLUDE A MAXIMUM OF 12 VEHICLES WITH A MINIMUM OF 5-FT SPACING FOR PEDESTRIAN WALKWAYS. TH I S D O C U M E N T , T O G E T H E R W I T H T H E C O N C E P T S A N D D E S I G N S P R E S E N T E D H E R E I N , A S A N I N S T R U M E N T O F S E R V I C E , I S I N T E N D E D O N L Y F O R T H E S P E C I F I C P U R P O S E A N D C L I E N T F O R W H I C H I T W A S P R E P A R E D . R E U S E O F A N D I M P R O P E R R E L I A N C E O N T H I S D O C U M E N T W I T H O U T W R I T T E N A U T H O R I Z A T I O N A N D A D A P T A T I O N B Y K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . S H A L L B E W I T H O U T L I A B I L I T Y T O K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . R Know what's below. Call before you dig. DESIGNED BY: DRAWN BY: CHECKED BY: DATE: NO . RE V I S I O N BY DA T E © 2 0 2 5 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 33 2 5 S O U T H T I M B E R L I N E R O A D , S U I T E 1 3 0 FO R T C O L L I N S , C O L O R A D O 8 0 5 2 5 ( 9 7 0 ) 8 2 2 - 7 9 1 1 FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION K: \ N C O _ C i v i l \ 2 9 6 0 7 3 0 0 0 _ P e d e r s e n T o y o t a \ C A D D \ P l a n S h e e t s \ C - S I T E . d w g PROJECT NO. SHEET 4/16/2025 RJP ANP EPF 296073000 PE D E R S E N T O Y O T A 44 5 5 S C O L L E G E A V E , F O R T C O L L I N S , C O LEGEND PROPERTY LINE EXISTING EASEMENT PROPOSED CURB AND GUTTER PROPOSED STANDARD-DUTY CONCRETE PAVEMENT PROPOSED HEAVY-DUTY ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED LANDSCAPE AREA PROPOSED STANDARD-DUTY ASPHALT PAVEMENT PROPOSED VEHICLE CONCRETE STAGING AREA NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3.FIRE LANES SHALL BE DESIGNED AS A FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 80,000 POUNDS. PRIVATE DRIVES USED FOR FIRE LANES SHALL PROVIDE INFORMATION CONFIRMING THE DESIGN CAN HANDLE FIRE TRUCK LOADING. ALL AREAS DEDICATED AT AN EMERGENCY ACCESS EASEMENT ARE CAPABLE OF SUPPORTING 80,000 POUNDS. 4.IN STAGING AREAS, MINIMUM OF 5' PEDESTRIAN WALKWAY REQUIRED AT ALL TIMES. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 35, ASSUMED TO BEAR SOUTH 00°12'42" EAST, A DISTANCE OF 2646.04 FEET, AS MONUMENTED AT THE EAST QUARTER CORNER BY A RECOVERED 3" BRASS CAP STAMPED, "LS 17497", FLUSH WITH CONCRETE AND AT THE SOUTHEAST CORNER BY A RECOVERED NO. 6 REBAR WITH 2.5" ALUMINUM CAP STAMPED, "CITY OF FORT COLLINS, 2010, PLS 17497" IN MONUMENT BOX. BENCHMARK: PROJECT DATUM: NAVD88 BENCHMARK CSU-2 ELEVATION: 5006.29 FEET PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.21' SI T E P L A N C2.0 MA J O R A M E N D M E N T P L A N S NORTH SCALE: 1" = 30' #PROPOSED PARKING COUNT EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS TTT III SSS WWW EEE EEE TTT TTT TTT EEE EEE WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT EEE TTT TTT TTT EEE III TTT EEEEEE EEE TTTTTT EEE TRTRTR EEE WWW SSS TTT EEE TTT TTT TTT SSS SSS SSS SSS SSS DDD DDD DDD DDD DDD DDD S S SS S S S E E E E E E E T 8 1011 10 4 15 18 11 15 15 20 25 16 13 13 2220 L=222.87, R=400.00 D=031°55'24" L=221.63, R=340.00 D=037°20'57" N00°04'52"W 3.49 N89°54'39"E 575.90 S0 0 ° 0 1 ' 4 5 " E 41 6 . 9 4 L=31.47, R=20.00 D=090°09'19" S89°51'46"W 380.87 L=37.16, R=25.00 D=085°09'54" 34' 26 ' EM E R G E N C Y AC C E S S EA S E M E N T 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 9' TYP. 19 ' T Y P . 8. 5 ' T Y P . 18' TYP. EX. LIGHT POLE, TYP. PROP. CURB RAMP PER CDOT M-608-1 PROP. CURB RAMP PER CDOT M-608-1 PROP. CURB RAMP PER CDOT M-608-1 26 ' E M E R G E N C Y AC C E S S E A S E M E N T PROP. STORM MANHOLE, TYP. 10' SIDEWALK CONNECT TO EX. 4' SIDEWALK 29' 6' PROP. CURB RAMP PROP. ADA PARKING SPOTS PROP. CURB RAMP PER LCUASS DWG 1603 PROP. STORM INLET, TYP. 8. 5 ' T Y P . 18' TYP . PROP. LANDSCAPE ISLAND, TYP. 24' E M E R G E N C Y ACC E S S E A S E M E N T EX. FIRE HYDRANT 20 ' 20 ' ONE-WAY ARROW MARKING, TYP. 24 ' E M E R G E N C Y AC C E S S E A S E M E N T 26 ' E M E R G E N C Y AC C E S S E A S E M E N T 26' EMERGENCY ACCESS EASEMENT PROP. TRASH ENCLOSURE 24' 8'11' 5' 18 ' T Y P . 8.5' TYP.8.5 ' T Y P . 18' T Y P . 8.5' TYP. 18 ' T Y P . 8' UTILIT Y E A S E M E N T REC. NO . 5 6 5 8 6 4 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 SO U T H M A S O N S T R E E T (6 0 ' R . O . W . RE C . N O . 2 7 8 7 3 7 ) 10 ' U T I L I T Y E A S E M E N T RE C . N O . 5 6 5 8 6 4 4301 S. COLLEGE AVE. LOT 2, FOSSIL CREEK COMMERCIAL PLAZA 1ST REPLAT6' UTILITY EASEMENT REC. NO. 278737 55 ' U T I L I T Y E A S E M E N T RE C . N O . 2 7 8 7 3 7 20' ACCESS EASEMENT REC. NO. 297855 EX. STREET LIGHT, TYP. PROP. TRANSFORMER WITH 107" X 88" PAD KENSINGTON DRIVE (PUBLIC R.O.W. VARIES) 4512 S. MASON ST. LOT 1, THE GATEWAY AT HARMONT ROAD P.U.D. 3RD FILING 103 KENSINGTON DR. LOT 1, KENSINGTON COMMONS 30 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 8 7 3 7 24 ' R . O . W . D E D I C A T I O N RE C . N O . 2 7 9 7 3 7 SO U T H C O L L E G E A V E N U E A. K . A . S T A T E H I G H W A Y 2 8 7 (P U B L I C R . O . W . V A R I E S ) VARIABLE WIDTH R.O.W. STATE HIGHWAY 287 16' RIGHT-OF-WAY REC. NO. 88032686 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8. 5 ' T Y P . 18' TYP . 8. 5 ' T Y P . 18' TYP. 8' U T I L I T Y EA S E M E N T 15' UTILITY EASEMENT 15' S E T B A C K 5' S E T B A C K 15' SETBACK 10 ' S E T B A C K PROP. GAS METER PROP. BIKE RACK PER LCUASS DWG 1701-1704 224 W. HARMONY RD. LOT 1, FORT COLLINS JEEP 4455 S. MASON ST. LOT 1, PEDERSEN AUTO PLAZA SUBDIVISION 2ND FILING PROP. TIRE STORAGE AREA 26' EMERGENCY ACCESS EASEMENT PROP. STORM INLET, TYP. PROP. MONUMENT SIGN 15 15 15 15 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8.5' TYP. 18 ' T Y P . 8' 5' 4455 S. COLLEGE AVE. PEDERSEN TOYOTA BUILDING 44,075 SF TOTAL BUILDING EXPANSION 11,347 SF BUILDING EXPANSION 20,485 SF PROP. CURB RAMP PER LCUASS DWG 707.2 5' SIDEWALK REPLACE TWO (2) CONCRETE PANELS REPLACE CONCRETE PANEL REPLACE CONCRETE PANEL REPLACE CONCRETE PANEL REPLACE TWO (2) CONCRETE PANELS REPLACE TWO (2) CONCRETE PANELS REPLACE CONCRETE PANEL REPLACE CONCRETE PANEL REPLACE TWO (2) CONCRETE PANELS 5' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK PROP. BOLLARD, TYP. MINIMUM 5' PEDESTRIAN WALKWAY MINIMUM 5' PEDESTRIAN WALKWAY PROP. ELECTRIC METER PEDESTRIAN PUSH BUTTON AND CONDUIT TO FROM SIGNAL CABINET TO BE INSTALLED BY CITY OF FORT COLLINS. 6' U T I L I T Y EA S E M E N T FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 24 ' E M E R G E N C Y AC C E S S E A S E M E N T MAXIMUM 2 CARS IN THIS AREA (SHADED FOR REFERENCE ONLY). MAXIMUM 9 CARS IN THIS AREA (SHADED FOR REFERENCE ONLY). 4' X 4' LANDING FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418