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HomeMy WebLinkAboutPlans - Site, Landscape and Elevations Plans - 11/12/2025W. 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 11/12/2025 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 PRELIMINARY IRRIGATION PLAN IR2.0 IRRIGATION NOTES & SCHEDULES IR2.1 IRRIGATION DETAILS IR2.2 IRRIGATION DETAILS A200 BUILDING ELEVATIONS A201 BUILDING PERSPECTIVE A202 BUILDING PERSPECTIVE A203 BUILDING PERSPECTIVE 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: 305 PROPOSED ADA: 3 (1 VAN) PROPOSED TOTAL: 308 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 11/12/2025 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 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 X 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 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' 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' 8'8' 8' 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. 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. 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). 5' X 8' LANDING FIRE ACCESS ROAD SIGN (FORT COLLINS) PER LCUASS 1418 6' U T I L I T Y EA S E M E N T PROP. TRANSFORMER WITH 107" X 88" PAD 8' PROP. PEDESTRIAN HAND RAIL S S S COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE TTT TTTTTT TTT TTT TTT SSS EEE TTT SSS 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 TTT GGG SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S XXXXXXX X X X X E E E S DDD DDD DDD DDD DDD SSS SSS DDD S KENSINGTON DRIVE SO U T H C O L L E G E A V E N U E SO U T H M A S O N S T R E E T 8' UT I L I T Y E A S E M E N T REC . N O . 5 6 5 8 6 4 DRA I N A G E E A S E M E N T (WID T H V A R I E S ) REC . N O . 5 6 5 8 6 4 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 8' 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 6' UTILITY EASEMENT REC. NO. 278737 TREE 1 DBH: 9" TREE DBH: UNDER 6" TREE 2 DBH: 9" TREE 3 DBH: UNDER 6" TREE 4 DBH: 6" TREE 5 DBH: 10" TREE 6 DBH: 18" TREE 7 DBH: 14" TREE 8 DBH: 16" TREE 9 DBH: 14" TREE 10 DBH: 15" TREE 11 DBH: 17" TREE 12 DBH: 13" TREE 13 DBH: 12" TREE 14 DBH: 10" TREE 15 DBH: 13" TREE 16 DBH: 16" TREE 17 DBH: 17" TREE 18 DBH: 18" TREE 19 DBH: 12" TREE 20 DBH: 21" TREE 21 DBH: 15" TREE 22 DBH: 19" TREE 23 DBH: 19" TREE 24 DBH: 15" TREE 25 DBH: 14" TREE 26 DBH: 13" TREE 27 DBH: 11" TREE 28 DBH: 15" TREE 29 DBH: 17" TREE 30 DBH: 21" TREE 31 DBH: 15" TREE 32 DBH: 27" TREE 33 DBH: 16" TREE 34 DBH: 16" TREE 35 DBH: 27" TREE 36 DBH: 10" TREE 37 DBH: 14" TREE 38 DBH: 10" TREE 39 DBH: 7" TREE 40 DBH: 7" TREE 41 DBH: 9" TREE 42 DBH: 13" TREE 43 DBH: 13" TREE 44 DBH: 11" TREE 45 DBH: 11" TREE 46 DBH: 14" TREE 47 DBH: 6" TREE 48 DBH: 10" TREE 49 DBH: 9" TREE 50 DBH: 13" TPF TP F TPF TP F TP F TPF TP F TP F TPF TP F TPF TPFTP F TP F TP F TP F TP F TP F TP F TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TP F TP F TP F TP F TP F TPF TP F TPF TP F TP F TP F TREE PROTECTIVE FENCING, TYP. TREE PROTECTIVE FENCING, TYP. PROPERTY LINE, TYP. PROPERTY LINE, TYP. EXISTING BUILDING TREE 34 DBH: 16"TREE 34 DBH: 16" 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 \ T M - T R E E M I T I G A T I O N . d w g PROJECT NO. SHEET 8/21/2025 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 TR E E M I T I G A T I O N P L A N TM1.0 SCALE: 1" = 30'_XREF NORTH A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. TREE PROTECTION NOTES: 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. MMK MMK EIWS 10/21/2025 NOTE: NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5_7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 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 \ T M - T R E E M I T I G A T I O N . d w g PROJECT NO. SHEET 8/21/2025 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 TR E E O B S E R V A T I O N T A B L E TM2.0 INSTALLATION NOTES: NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. A.POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B.POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/3 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 6' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. C.SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). D.SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. 6'-8'oc 6' MI N . CORNER CONNECTION CONNECTION 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. DRIPLINE (TYP.) DRIPLINE (TYP.) MMK MMK EIWS 10/21/2025 SSSS S S S S S S S S S S S S FI R E E E E E E E E T X X X COM COM COM G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE TTT TTTTTT TTT TTT SSS SSS III SSS 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S SO U T H M A S O N S T R E E T KENSINGTON DRIVE SO U T H C O L L E G E A V E N U E //////////////////// // // // // // // // // ////////////////////// PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPOSED BUILDING PROPOSED BUILDING EXISTING TREE TO REMAIN (TYP.) EXISTING OFF-SITE TREE TO REMAIN (TYP.) TURF GRASS (TYP.) EXISTING BUILDING TO REMAIN // //////// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // (3)JC (4)CB (6)CM (10)BB (3)JC (5)CB (4)BT (3)AM (3)BT (1)UJ (6)ST (8)CB (9)MU (4)JC (1)SR (2)JC (9)MU (3)ST (1)UJ (5)CB(5)ST (1)UJ (3)CB (1)SR (7)MU (1)JC (12)MU (2)BT (12)ST (8)CB (3)BT (3)CS (3)CV (10)SP (7)PJ (5)ST (4)PJ (6)SP (1)PP (3)SB (2)PJ (3)ST (1)UJ (3)CB (3)PJ (2)CS (3)BT (4)SP (3)PJ (3)CB (1)UJ (3)ST (2)PJ (3)SB (3)BT (3)BT (3)CS (3)BT (2)AS (5)PJ (6)SP (3)JC (3)CS (4)BT (1)PP (3)CS (3)CB (4)ST (6)CM (2)KP (6)SB (6)SP (3)CM (1)UD (2)JC (2)JC (6)BB (4)CM (1)UD (8)CM (2)KP (7)SB (2)JC (2)CM (1)UD (2)JC (8)BB (2)CM (2)JC (6)BB (4)JC (7)CM (12)BB (4)SB (2)KP (4)CM (2)KP (4)JC (5)CM (5)SB (11)BB (2)UD (4)CM (1)JC (2)UD (7)CM (14)BB (6)SB (2)KP (1)JC (7)CM (2)CM (1)UD (7)SP (3)SB (2)PJ (3)ST (1)UJ (3)CB (5)BT (3)SB (2)PJ (3)ST (1)UJ (3)CB (10)SP (1)UD (2)CM (1)KP (2)CM (4)SP (6)SP (3)CM (5)BT (4)CS (4)BT (3)SB (2)PJ (4)ST (3)CB (4)BT (2)CV (3)PJ (4)SP (4)SP (1)UD (2)CM (4)CS (2)AS (4)SP (3)PJ (6)CM (7)BB (3)CB (1)UJ (3)ST (2)PJ (2)SB (2)BT (2)CS (10)DB (1)SR (21)BR (3)DB (2)JC (3)DB (2)JC 8' UTILITY EASEMENT REC. NO. 565864 DRAINAGE EASEMENT (WIDTH VARIES) REC. NO. 565864 55' UTILITY EASEMENT REC NO. 278737 20' ACCESS EASEMENT REC. NO. 297855 8' UTILITY EASEMENT REC. NO. 565864 6' UTILITY EASEMENT REC. NO. 278737 (3)AM (3)AM (3)CV (4)JS (2)KP (5)JC (2)UD (1)SR (1)SR (1)JS (9)BT (5)BT (4)CS (5)BT (5)BT 8' UTILITY EASEMENT REC. NO. 565864 10' UTILITY EASEMENT REC. NO. 565864 8' UTILITY EASEMENT REC. NO. 565864 (2)CS (4)CS (2)JS (4)BT (1)JS (4)CS (2)AS (2)JS (2)BT (1)SR (9)PJ (3)JC (4)QS (1)AS (4)BT (3)JS (2)JS (3)QS (4)SP (3)AS SHRUB AREA (TYP.) 3' MULCH RING AROUND TREE (TYP.) 3' MULCH RING AROUND TREE (TYP.) (6)CS (3)CS SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL PLANTING SIZE DECIDUOUS TREES AM 9 ACER MIYABEI 'MORTON'STATE STREET™ MIYABE MAPLE B & B 2" CAL MIN 10` - 12` HT. MIN. AS 10 ACER NEGUNDO 'SENSATION'SENSATION BOX ELDER B & B 2" CAL MIN 10` - 12` HT. MIN. KP 13 GYMNOCLADUS DIOICUS 'ESPRESSO-JFS'ESPRESSO™ KENTUCKY COFFEE TREE B & B 2" CAL MIN 10` - 12` HT. MIN. QS 7 QUERCUS SHUMARDII SHUMARD OAK B & B 2" CAL MIN 10` - 12` HT. MIN. UD 12 ULMUS DAVIDIANA 'JFS KW2UD'GREENSTONE ELM B & B 2" CAL MIN 10` - 12` HT. MIN. UJ 8 ULMUS JAPONICA 'MORTON'ACCOLADE® ELM B & B 2" CAL MIN 10` - 12` HT. MIN. EVERGREEN TREES JS 15 JUNIPERUS SCOPULORUM 'BLUE ARROW'BLUE ARROW JUNIPER B & B 6` HT MIN PP 2 PINUS PONDEROSA PONDEROSA PINE B & B 6` HT MIN EXISTING TREES TO REMAIN T2 31 EXISTING TREE TO REMAIN SEE TREE MITIGATION PLAN - ORNAMENTAL TREES CV 8 CRATAEGUS VIRIDIS 'WINTER KING'WINTER KING HAWTHORN B & B 1.5" CAL MIN 8` - 10` HT. MIN. SR 6 SYRINGA RETICULATA JAPANESE TREE LILAC B & B 1.5" CAL MIN 8` - 10` HT. MIN. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE SHRUBS BR 21 BERBERIS REPENS CREEPING MAHONIA 5 GAL SEE PLAN 18" FULL BT 82 BERBERIS X 'TARA'EMERALD CAROUSEL® BARBERRY 5 GAL SEE PLAN 24" FULL CB 57 CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST BLUEBEARD 5 GAL SEE PLAN 18" FULL CM 82 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH 5 GAL SEE PLAN 24" FULL CS 47 CYTISUS PURGANS 'SPANISH GOLD'SPANISH GOLD BROOM 5 GAL SEE PLAN 24" FULL DB 16 DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE 5 GAL SEE PLAN 18" FULL JC 48 JUNIPERUS SABINA 'MONNA'CALGARY CARPET® JUNIPER 5 GAL SEE PLAN 18" FULL PJ 49 PINUS MUGO 'JAKOBSEN'JAKOBSEN MUGO PINE 5 GAL SEE PLAN 18" FULL ORNAMENTAL GRASSES BB 74 BOUTELOUA GRACILIS 'BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA 1 GAL SEE PLAN 12" FULL MU 37 MUHLENBERGIA REVERCHONII 'PUND01S'UNDAUNTED® RUBY MUHLY 1 GAL SEE PLAN 12" FULL ST 54 SORGHASTRUM NUTANS 'THIN MAN'THIN MAN INDIAN GRASS 1 GAL SEE PLAN 12" FULL PERENNIALS SB 45 SALVIA AZUREA AZURE SAGE 1 GAL SEE PLAN 12" FULL SP 75 SALVIA PACHYPHYLLA ROSE SAGE 1 GAL SEE PLAN 12" FULL SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING GROUND COVERS RM 5,472 SF 1-1/2" HORIZONE RIVER ROCK MULCH BY PIONEER SAND MULCH SEED 24,673 SF BUFFALO GRASS/BLUE GRAMA GRASS MIX BUFFALO GRASS/BLUE GRAMA GRASS MIX SEED HM 14,244 SF DOUBLE SHREDDED HARDWOOD MULCH HARDWOOD MULCH MULCH PLANT SCHEDULE 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 \ L - L A N D . d w g PROJECT NO. SHEET 8/21/2025 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 LA N D S C A P E P L A N L1.0 SCALE: 1:30 NORTH MMK ECL EIWS 10/21/2025 NOTE: 1.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. 2.LANDSCAPE ARCHITECT RESERVES THE RIGHT TO FIELD ADJUST ALL PLANT MATERIAL. 3.ALL QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 4.ALL SHRUB BEDS TO RECEIVE DOUBLE SHREDDED HARDWOOD MULCH WITH STEEL EDGER TO MATCH EXISTING 5.CONTRACTOR TO ENSURE ALL COMPONENTS OF THE EXISTING IRRIGATION SYSTEM ARE FULLY FUNCTIONAL. CONTRACTOR SHALL MODIFY EXISTING IRRIGATION SYSTEM AS NECESSARY AND REPLACE ANY NON-FUNCTIONING COMPONENTS TO PROVIDE 100% COVERAGE TO ALL NEW AND EXISTING PLANT MATERIAL. ALL TREES AND SHRUBS TO RECEIVE DRIP IRRIGATION. 6.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY 5_7 DAYS BEFORE TREE REMOVAL OR TRIMMING TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 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. STREET TREE NOTES: 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 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. SSSS S S S S S S S S S S S S FI R E E E E E E E E T X X X COM COM COM G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE TTT TTTTTT TTT TTT SSS SSS III SSS 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S SO U T H M A S O N S T R E E T KENSINGTON DRIVE SO U T H C O L L E G E A V E N U E //////////////////// // // // // // // // // ////////////////////// PROPERTY LINE (TYP.) PROPERTY LINE (TYP.) PROPOSED BUILDING PROPOSED BUILDING EXISTING TREE TO REMAIN (TYP.) EXISTING OFF-SITE TREE TO REMAIN (TYP.) TURF GRASS (TYP.) EXISTING BUILDING TO REMAIN // //////// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // SHRUB AREA (TYP.) 3' MULCH RING AROUND TREE (TYP.) 3' MULCH RING AROUND TREE (TYP.) 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 \ L - H Z . d w g PROJECT NO. SHEET 8/21/2025 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 HY D R O Z O N E D I A G R A M L1.1 SCALE: 1:30 NORTH MMK ECL EIWS 10/21/2025 LEGEND: BUFFALO + BLUE GRAMA GRASS LOW HYDROZONE SHRUB AREAS MODERATE HYDROZONE PLANT MATERIAL IRRIGATED AREA (SF)HYDROZONE WATER USE (GAL/SF)TOTAL WATER USE (GAL) SHRUB AREAS 19,716MODERATE 14 276,024 BUFFALO + BLUE GRAMA GRASS 24,673LOW 8 197,384 TOTAL 44,389 22 473,408 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 \ L - L A N D . d w g PROJECT NO. SHEET 8/21/2025 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 LA N D S C A P E N O T E S & D E T A I L S L2.0 MMK ECL EIWS 10/21/2025 GENERAL LANDSCAPE NOTES: 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 THE 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 THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE 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 A STRUCTURALLY SOUND CONDITION. 7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10. PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11. THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12. MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13. ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14.THE DEVELOPER, OR ITS SUCCESSOR(S) IN INTEREST, SHALL BE RESPONSIBLE FOR THE ONGOING IRRIGATION AND MAINTENANCE OF THE LANDSCAPE LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ALONG THE PORTION OF S. MASON ST. AND S. COLLEGE AVE. THAT ABUTS THE PROPERTY AS SHOWN ON THE FINAL DEVELOPMENT PLAN DOCUMENTS. THIS OBLIGATION MAY BE ASSIGNED TO A HOMEOWNER'S ASSOCIATION DULY CONSTITUTED PURSUANT TO COLORADO STATE LAW, HOWEVER, SHOULD SUCH HOMEOWNER'S ASSOCIATION BE DISSOLVED, THE OBLIGATION SHALL BECOME THAT OF THE DEVELOPER OR ITS SUCCESSOR(S) IN INTEREST. CITY OF FORT COLLINS LANDSCAPE CODE REQUIRMENTS NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON ENTIRE ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. D.INSTALL PRE-EMERGENT HERBICIDE PRIOR TO PLANT INSTALLATION. 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 6" DIA. CLEAR OF MULCH AT TRUNK FLARE. 4" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4" HIGH BERM, FIRMLY COMPACTED. 8' x 2" TREATED LODGE POLE PINE TREE STAKES, TWO (2) PER TREE; AVOID PENETRATING ROOT BALL. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WIRE PAIRS FROM THE MIDDLE FINISHED GRADE. (SEE GRADING PLAN) TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. PREPARED PLANTING SOIL AS SPECIFIED. TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. UNDISTURBED NATIVE SOIL. SCARIFY BOTTOM AND SIDES OF PLANTING PIT. MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY PROJECT LANDSCAPE ARCHITECT. D.PRE-EMERGENT HERBICIDE TO BE APPLIED PRIOR TO PLANT INSTALLATION. 4" TY P . 2X ROOT BALL WIDTH MINIMUM 'X' TOP OF ROOTBALLS TO BE PLANTED AT GRADE OR SLIGHTLY ABOVE SURROUNDING SOIL. 2" DIA. CLEAR OF MULCH AT TRUNK FLARE. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 4" MULCH LAYER AS SPECIFIED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. FOR CONDITIONS WITH FINISHED GRADE OF 4:1 MAX SLOPE ON ALL SIDES (SEE GRADING PLAN). PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. SCARIFY PLANT OPENING SIDES AND BOTTOM. 4" HIGH BERM FIRMLY COMPACTED. UNDISTURBED NATIVE SOIL. FERTILIZER TABLETS (MAX 3" DEEP) NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 4" (MIN.) 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. D.ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. WIDTH VARIES - SEE PLANS SEE NOTE CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 4" CONTINUOUS MULCH OR TURF, SEE PLANS. 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 4" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. CURB / PARKING LOT EDGE. 2'- 0 " 2'- 6 " 2'-6"2'-6" 2'-6" MIN. 1 2 MATURE SHRUB WIDTH MIN. 5' CLEAR MIN. 1 2 MATURE SHRUB WIDTH FIRE HYDRANT FIRE HYDRANT. NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. FRONT OF HYDRANT (TOWARD CURB) UNDISTURBED NATIVE SOIL AMENDED PLANTING SOIL, REF. PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS TOPSOIL, REF. PLANTING SOIL PLAN AND PLANTING SPECIFICATIONS TURF (SOD)LANDSCAPE BED METAL EDGING, 3 16" COLOR: BLACK 3" MIN. DEPTH MULCH - SEE PLANS 4oz FILTER FABRIC NOTE: ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. NOTE: ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. NOTE: ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. NOTE: ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. NOTE: ALL FOREIGN MATERIAL NEEDS TO BE REMOVED FROM THE ROOTBALL PRIOR TO PLANTING. REGULAR TRIMMING MAINTENANCE SCHEDULE TO BE ADHERED TO BY THE PROPERTY OWNER OR OWNER ASSIGNED TO ENSURE CANOPY OVERGROWTH DOES NOT ENCROACH INTO THE FIRE LANES AT ALL TIMES. LANDSCAPE MAINTENANCE NOTE: COM COM COM G G G G G G G G G G G G G G G G G COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEE TTT TTTTTT TTT TTT SSS SSS 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E S S S S S S S S S S S S S S S S S S S DDD DDD DDD DDD DDD DDD S //////////////////// // // // // // // // // ////////////////////// PROPERTY LINE (TYP.) // //////// // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // // SSSS S S S S S S S S S S S S FI R E E E E E E E E E T X X X 157.5 1" TURF ROTARY (TYP.) AREA FOR DRIP EMITTERS (TYP.) LATERAL LINE (TYP.) DRIP ZONE VALVE KIT (TYP.) REMOTE CONTROL VALVE (TYP.) RAIN SENSOR AND CONTROLLER SHOWN SCHEMATICALLY. CONTRACTOR TO COORDINATE FINAL LOCATION WITH OWNER/ARCHITECT. CONTRACTOR TO PROVIDE 110/120V, SINGLE PHASE POWER TO CONTROLLER. CONTRACTOR TO PROVIDE CONNECTION FROM CONTROLLER TO FLOW SENSOR. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. MAIN LINE (TYP.) PIPE SLEEVE (TYP.) METER, BACKFLOW PREVENTOR, MASTER VALVE, AND FLOW SENSOR SHOWN SCHEMATICALLY FOR CLARITY - INSTALL IN LANDSCAPE AREA. CONTRACTOR TO TAP OFF OF DOMESTIC LINE AND COORDINATE FINAL LOCATION WITH OWNER/ARCHITECT. MAINLINE AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) M M M M M M M M M M M M M M M M M M M M L M M M M M M M M M M M M M M MM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M K M M S S S RL KK M M M M KK R M M M M M M M M M M M M M M M M M M M M M M M M M K K B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B LB LB M KMB BF MV FS 4.021 1" 17.92 1" 410.2 1" 517.9 1" 617.4 1" 716.8 1" 4.398 1" 8.2610 1" 9.8811 1" 1214.9 1" 1313.2 1" 1414.6 1" 166.31 1" 1714.5 1" 183.42 1" 2114.6 1" 2216.3 1" 2316.3 1" KENSINGTON DRIVE SO U T H C O L L E G E A V E N U E SO U T H M A S O N S T R E E T CRF EXISTING BUILDING TO REMAIN PROPOSED BUILDINGPROPOSED BUILDING MAINLINE, LATERALS, AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) WiFi 112"112" 112" 112" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4"3 4"3 4" 3 4" 31.5 1" 2013 1" 3 4" 3 4" 3 4" 1" 1"112"1" 1" 1" 112" 1" 112" 112" 1" 1" 112" 1"1" 1" 112" 1"1" 1" 112" 1"1" 1" 112"1" 112" 112" 1" 1" 1" 1" 112" 1" 1" 1" 112" 1" FOR EMITTER ZONES: USE 1" POLY BETWEEN ALL BEDS/ISLANDS AND 3 4" POLY TO ATTACH EMITTERS. FOR EMITTER ZONES: USE 1" POLY BETWEEN ALL BEDS/ISLANDS AND 3 4" POLY TO ATTACH EMITTERS. IND IND IND IND IND IND INDIND 3 4" CONTRACTOR TO USE CAUTION AND HAND DIG TRENCHES AROUND EXISTING TREES WHEN INSTALLING IRRIGATION UNDER THE DRIPLINE, TYP. CONTRACTOR TO USE CAUTION AND HAND DIG TRENCHES AROUND EXISTING TREES WHEN INSTALLING IRRIGATION UNDER THE DRIPLINE, TYP. 3 4" 3 4" M 12.39 1" 247.25 1" 1" 1" 1" 1" 1" 1911.8 1" 112" 1" 1" 1" 1" 3 4" 1"112" 112" 1" 1" 1" 1"1" 112" 1" 112" 1" 1"1" 1" 1" 1" 1" 1"1" 3 4" 112" 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 \ L - I R R . d w g PROJECT NO. SHEET 8/21/2025 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 PR E L I M I N A R Y I R R I G A T I O N P L A N IR1.0 SCALE: 1:30 NORTH MMK ECL EIWS 10/21/2025 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP STRIP PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 5 40 HUNTER MP1000 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 8 40 HUNTER MP2000 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 3 40 HUNTER MP3000 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 35 40 HUNTER MP3500 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 2 40 HUNTER MP800SR PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) 41 40 HUNTER MP815 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON AND GRAY ADJ ARC 90 TO 210, L=LIGHT BLUE AND GRAY 210 TO 270 ARC, O=OLIVE AND GRAY 360 ARC. 112 40 HUNTER MP820 PROS-06-PRS40-CV-F TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 6 40 RAIN BIRD RWS-M-B-C W/ RWS-SOCK 1400 SERIES MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, AND SAND SOCK FOR SANDY SOIL. 213 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-PRB-COM WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 5 GPM-20 GPM. 10 DRIP FLUSH VALVE SEE DETAIL FOR CONSTRUCTION 8 HUNTER ECO-ID-12 ECO-ID: 1/2IN. FPT CONNECTION WITH 15 PSI - 100 PSI OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING JOINT. 8 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XBCV-PC-1032 SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5 GPH=BLUE, 1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES WITH A 10-32 THREADED INLET X BARB OUTLET. W/ CHECK VALVE. 16,045 SF 10PC emitters (1 assigned to each 1 GAL plant)285 10PC emitters (2 assigned to each 5 GAL plant)802 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER ICV-G 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 14 RAIN BIRD 44-LRC 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 3 RAIN BIRD PESB 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXME2P W/ (1) ESPLXMSM12 24 STATION, TRADITIONALLY-WIRED , PRO SMART, COMMERCIAL CONTROLLER. (1) ESPLXME2P 12-STATION, PRO SMART, (MODULE INCLUDED) INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES. 1 RAIN BIRD LNK2WIFI UPGRADES CONTROLLERS (ESP-M, ESP-RZXE, ST8) TO HAVE WEATHER DATA FOR ET-BASED ADJUSTMENTS (WATERSENSE APPROVED) & WIFI CAPABILITIES - 1 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR. 1 RAIN BIRD UFS-100 1IN. ULTRASONIC FLOW SENSORS, WITH GLASS FILLED NYLON BODY. OPERATING RANGE .3 GPM-50 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. 1 WATER METER 1-1/2"1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1" PVC PIPE IS SMALLEST PIPE SIZE USED ON THE PROJECT. 6,797 LF IRRIGATION LATERAL LINE: TORO-BLUE STRIPE POLY HOSE 1" USED FOR DISTRIBUTION (BETWEEN BEDS INCLUDING THROUGH SLEEVES). 3/4" USED FOR CONNECTION TO EMITTERS. 2,894 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1,281 LF PIPE SLEEVE: PVC SCHEDULE 40 891.7 LF L S R LST RSTSST M L O K G R B Y A LB 800 A 800 F M L O GK R 1401 1402 IND MV BF C WiFi RF FS M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM HEADS PIPE WIRE FRICTION LOSS VALVE LOSS PSI @ POC 1 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 4.02 649.0 495.6 1.1 7 41.6 2 HUNTER ICV-G 1"TURF ROTARY 17.93 20 216.1 443.0 0.42 3 59.0 3 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 1.5 6 54.3 328.9 0.01 7 50.3 4 HUNTER ICV-G 1"TURF ROTARY 10.19 21 187.7 323.6 0.21 3 58.3 5 HUNTER ICV-G 1"TURF ROTARY 17.94 21 246.6 296.8 0.59 3 60.6 6 HUNTER ICV-G 1"TURF ROTARY 17.43 20 234.2 171.3 0.56 3 61.6 7 HUNTER ICV-G 1"TURF ROTARY 16.81 18 198.2 171.3 0.4 3 62.0 8 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 4.39 774.7 194.2 1.14 7 42.1 9 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 12.25 49 1,200 211.3 2.62 15.3 64.6 10 HUNTER ICV-G 1"TURF ROTARY 8.26 22 167.2 230.1 0.18 2.83 58.3 11 HUNTER ICV-G 1"TURF ROTARY 9.88 14 168.4 263.2 0.3 2.99 59.4 12 HUNTER ICV-G 1"TURF ROTARY 14.91 9 143.7 285.7 0.27 3 61.6 13 HUNTER ICV-G 1"TURF ROTARY 13.15 9 207.3 1,214 0.55 3 62.0 14 HUNTER ICV-G 1"TURF ROTARY 14.58 8 191.0 1,142 0.53 3 62.4 15 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 7.5 30 790.6 1,127 2.57 9.5 57.3 16 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 6.31 817.1 1,088 3.56 8.31 46.6 17 HUNTER ICV-G 1"TURF ROTARY 14.52 8 188.5 1,049 0.59 3 61.8 18 RAIN BIRD XCZ-100-PRB-COM 1"AREA FOR DRIP EMITTERS 3.42 652.8 984.2 1.63 7 42.3 19 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 11.75 47 783.4 963.2 2.02 14.8 63.3 20 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 13 52 716.0 925.5 2.92 16 65.7 21 HUNTER ICV-G 1"TURF ROTARY 14.61 8 187.4 921.3 0.59 3 60.9 22 HUNTER ICV-G 1"TURF ROTARY 16.3 15 296.4 755.0 0.72 3 60.5 23 HUNTER ICV-G 1"TURF ROTARY 16.3 19 199.6 609.5 0.3 3 58.8 24 RAIN BIRD XCZ-100-PRB-COM 1"BUBBLER 7.25 29 420.3 580.5 0.56 9.25 53.9 Common Wire 1,281 VALVE SCHEDULE Generated:2025-10-20 09:52 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 75 GPM PRESSURE AVAILABLE Static Pressure at POC:70 PSI Elevation Change:5.00 ft Service Line Size:2 1/2" Length of Service Line:20 ft Pressure Available:68 PSI DESIGN ANALYSIS Maximum Station Flow:17.94 GPM Flow Available at POC:75 GPM Residual Flow Available:57.06 GPM Critical Station:20 Design Pressure:30 PSI Friction Loss:2.65 PSI Fittings Loss:0.27 PSI Elevation Loss:0 PSI Loss through Valve:16 PSI Pressure Req. at Critical Station:48.9 PSI Loss for Fittings:0.23 PSI Loss for Main Line:2.29 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.8 PSI Loss for Master Valve:2.13 PSI Loss for Water Meter:0.31 PSI Critical Station Pressure at POC:65.7 PSI Pressure Available:68 PSI Residual Pressure Available:2.33 PSI CRITICAL ANALYSIS 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 \ L - I R R . d w g PROJECT NO. SHEET 8/21/2025 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 IR R I G A T I O N N O T E S & S C H E D U L E S IR2.0 MMK ECL EIWS 10/21/2025 CITY OF FORT COLLINS IRRIGATION NOTES: 1.ANY FIELD ADJUSTMENT OR REDESIGN OF THIS IRRIGATION SYSTEM MUST CONFORM TO THE CITY OF FORT COLLINS IRRIGATION STANDARDS IN THE LAND USE CODE 3.2.1(J)(3). 2. CONTRACTOR INSTALLING THE SYSTEM MUST PROVIDE FCU AND THE OWNER WITH “AS-BUILT” DRAWINGS AFTER INSTALLATION IS COMPLETE, INCLUDING UPDATED CHARTS WITH EXISTING FIELD CONDITIONS. 3.CONTRACTOR TO VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 4.COORDINATE UTILITY LOCATES (“CALL BEFORE YOU DIG”) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 5.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER’S REPRESENTATIVE. 6.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 7.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS AND ARCHITECTURAL FEATURES. 8.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 9.PROVIDE TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES AND TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT AND REPAIR OF SPRINKLERS 10.SELECT NOZZLES FOR SPRAYHEADS AND ROTORS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 11.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 12.IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 13.INSTALL A MINIMUM OF TWO (2) APPROPRIATELY SIZED CONTROL WIRES AND ONE (1) COMMON WIRE FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES IN CASE OF CONTROL WIRE FAILURE. CAP END OF WIRES WITH WATER-PROOF WIRE CONNECTOR. WIRE TERMINATIONS MUST BE LOCATED IN A VALVE BOX. IN ADDITION, COIL THREE (3) FEET OF WIRE IN VALVE BOX. 14.WITHIN SIX (6) WEEKS OF THE INSTALLATION OF NEW LANDSCAPING, THE IRRIGATION SYSTEM INSTALLER SHALL RESET THE SMART CONTROLLERS TO THE NORMAL SEASONAL WATERING SCHEDULE. GENERAL IRRIGATION NOTES: 1.CONTRACTOR TO CONTACT FCU WHEN IRRIGATION CONSTRUCTION BEGINS. 2.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION SYSTEM IN PLACE THROUGHOUT CONSTRUCTION. IF EXISTING IRRIGATION SPRAY HEADS, BUBBLERS, DRIP LINE, OR ANY OTHER IRRIGATION EQUIPMENT ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR REPLACING DAMAGED EQUIPMENT AND MUST ENSURE THE SYSTEM IS FULLY FUNCTIONAL AT THE END OF CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE FOR LOCATING THE IRRIGATION METER, BACKFLOW, AND ALL OTHER APPURTENANCES AND CONNECTING PROPOSED IRRIGATION SYSTEM EQUIPMENT APPROPRIATELY. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 4.FOR ALL PROPOSED LANDSCAPE BEDS, CONTRACTOR TO INSTALL RAIN BIRD PC-1032 DRIP EMITTERS. TWO (2) EMITTERS PER ONE (1) 5 GALLON SHRUB AND ONE (1) EMITTER PER ONE (1) 1 GALLON ORNAMENTAL GRASS. DRIP EMITTERS AND LATERALS TO BE INSTALLED PER MANUFACTURER GUIDELINES. 5.FOR ALL PROPOSED DRIP EMITTER ZONES, CONTRACTOR TO INSTALL RAIN BIRD XCZ-100-PRB-COM WIDE FLOW DRIP ZONE VALVE KIT. VALVE KIT TO BE INSTALLED PER MANUFACTURER GUIDELINES. EACH VALVE TO RECEIVE ONE (1) RAIN BIRD DRIP SYSTEM OPERATION INDICATOR AND FLUSH VALVE. 6.ALL LATERALS TO BE PVC SCHEDULE 40. 7.THERE ARE NO PROPOSED AREAS OF SOD REQUIRING ADDITIONAL SPRAY HEADS. SHOULD THE CONTRACTOR NEED TO REPLACE EXISTING SPRAY HEADS DUE TO CONSTRUCTION DAMAGE, ALL REPLACED SPRINKLER HEAD BODIES EQUIPPED WITH SPRAY HEAD NOZZLES SHALL OPERATE AT NO LESS THAN TWENTY (20) PSI AND NO MORE THAN THIRTY (30) PSI. 8.CONTRACTOR TO INSTALL SLEEVING MATERIAL BENEATH SIDEWALKS, DRIVES, AND STREETS AND SHALL BE PVC CLASS 200 PIPE WITH SOLVENT WELDED JOINTS. NOTE: STATIC PRESSURE ASSUMED AT 70 PSI. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY STATIC PRESSURE TO ENSURE EXISTING SYSTEM WILL FUNCTION PROPERLY WITH THE ADDITION OF THE PROPOSED ZONES AS DESIGNED. GENERAL IRRIGATION SPECIFICATIONS AND NOTES 1.THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 2.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 3.ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 4.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 5.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE IS LESS THAN 70 PSI. 6.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 7.IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 8.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 9.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 10.IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 12.IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 13.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED. 12.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 13.SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 14.INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15.CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 18.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 19.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 20.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION. 21.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 22.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES. 24.SMALLEST PVC PIPE USED IN THE PROJECT IS 1". DRIP EMITTER POLY PIPE SHALL BE 1" FOR ALL DISTRIBUTION BETWEEN BEDS AND ISLANDS AND 3 4" WITHIN BEDS WHERE CONNECTING TO EMITTERS. 25.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 26.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 27.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR. 28.IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 29.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 30.LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 31.CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES. HYDRO-TESTING TO BE PERFORMED AS LISTED: THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION. CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. 32.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. 33.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 34.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. 35.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 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 \ L - I R R . d w g PROJECT NO. SHEET 8/21/2025 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 IR R I G A T I O N D E T A I L S IR2.1 MMK ECL EIWS 10/21/2025 WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED GALVANIZED NIPPLES AND ELBOW AS REQUIRED GALVANIZED UNIONS AT EACH SIDE GALVANIZED RISERS GALVANIZED ELBOW AND NIPPLE, TYPICAL EA. SIDE PVC COUPLER AND SCHEDULE 80 TOE NIPPLE, TYPICAL EACH SIDE MAIN LINE, SIZE AS PER PLANS CONCRETE THRUST BLOCKS, 90LBS OF CONCRETE EACH (TYP) SERVICE SIDE HE I G H T A S PE R L O C A L CO D E FINISHED GRADE FLOW BACKFLOW ENCLOSURE NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. FIVE PIPE DIAMETERS 18 " M I N I M U M B E L O W G R A D E . 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER BRICK SUPPORTS, ONE EACH SIDE (TWO PER BOX). AT BOTTOM OF EACH BOX: 30" LOOPED WIRES. SCH 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS, ON MASTER CONTROL VALVE AS SPECIFIED. SENSOR TERMINAL BOARD REDUCER AS REQUIRED. TEN PIPE DIAMETERS PVC MAIN LINE FROM BACKFLOW DEVICE. FLOW SENSOR CABLE TO CONTROLLER NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED. FINISHED GRADE. FLOW SENSOR AS SPECIFIED. SCHEDULE 80 NIPPLES, VALVE INLET SIZE. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. 10' 12" MIN 18" MIN 18" MIN 12" MIN ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN INSTALLATION NOTES: 1.ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. FINISHED GRADE/ TOP OF MULCH QUICK-COUPLING VALVE VALVE BOX WITH COVER PVC SCH 80 NIPPLE 6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 EACH CORNER) SUPPORT PVC SCH 80 NIPPLE PVC SCH 40 SWEEP ELL PVC SCH 40 SWEEP ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE PVC SCH 40 ELL STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM FINISH GRADE CONTROL WIRE WITH IDENTIFICATION TAG NDS VALVE BOX WITH LOCKING COVER 90° ELL-PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE 6" GRAVEL SUMP LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. TO SPRINKLERS LATERAL PIPE 12 " M I N 6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON RISER AS SPECIFIED PER IRRIGATION SCHEDULE WR2WIRELESS SENSOR 1" = 1'-0" 8'-0" TO 12'-0" NOTES: 1.ALL GROUNDING REQUIREMENTS FOR CONTROLLERS SHALL CONFORM TO LOCAL ELECTRIC CODES. 2.GROUNDING ROD SHALL NOT BE LOCATED IN THE SAME TRENCH AS IRRIGATION MAINLINES OR LATERAL LINES. 3.VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE. 4.INSTALL GROUNDING ROD PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 24 " M I N I M U M WI R E D E P T H 8'- 0 " FINISH GRADE PAVEMENT THREE (3) 4" x 8" BRICKS 5/8" x 8'-0" COPPER GROUNDING ROD GROUNDING ROD CLAMP #6 AWG BARE COPPER WIRE 1/2" PVC ELECTRICAL CONDUIT AND SWEEP FOR EARTH GROUND 296-073-28 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 \ L - I R R . d w g PROJECT NO. SHEET 8/21/2025 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 IR R I G A T I O N D E T A I L S IR2.2 MMK ECL EIWS 10/21/2025 FINISH GRADE/TOP OF MULCH ROOT WATERING SYSTEM: RAIN BIRD RWS SWING ASSEMBLY (INCLUDED) 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL PVC OR POLYETHYLENE LATERAL PIPE OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) PLANT ROOT BALL NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE. 3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-B-1401: 0.25 GPM (0,95 L/M) RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-B-1402: 0.5 GPM (1,9 L/M) RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. TOP OF MULCH ELEVATION. INSERT FITTING BARB CONNECTION OR INSERT BARBED TEE. 3/4" POLY DRIP TUBING. ADDITIONAL EMITTER AND STAKE AT INSERT BARBED TEE IN DRIP TUBING. INSERT. TIE-DOWN STAKE AT DRIP EMITTER. 1/4" TUBING STAKE. 1/4" DISTRIBUTION TUBING, 48" MAXIMUM LENGTH. 1 1/2" = 1'-0" DRIP FLUSH VALVE 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 3 4" PVC BALL VALVE WITH SHORT NIPPLE. 12" DRIP TUBING. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 12" DRIP TUBING TO 3 4" FPT ADAPTER. 296-073-27 5 1 2 3 4 5 1 2 LEGEND: ECO INDICATOR 3 4 PVC LATERAL PIPE FINISHED GRADE ADJACENT MULCH 5 FLEX TUBING NTS GROUNDING ROD 296-073-26 6 S SSSSSSSS S S S S S S S S S S S S S S S S S FI R E FI R E FI R E E E E E E E E E E E E E COM COM COM COM COM COM COM CO M G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CO M COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M COM COM COM COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M TTT TTTTTT TTT TTT SSS SSS III SSS WWW TTT TTT TTT WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT TTT TTT TTT III TTT TTTTTTWWW SSS TTT TTT TTT TTT SSS SSS TTT GGG SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X CO M COM CO M S S S DDD DDD DDD DDD SSS SSS S S S UP TTT TTTTTT TTT TTT TTT TTT TRTRTR E E E E E E TTT ES100 DEMOLITION SITE PLAN PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY DEMOLITION SITE PLAN1 1" = 30'-0" 0 15'30'60' S SSSSSSSS S S S S S S S S S S S S S S S S S FI R E FI R E FI R E E E E E E E E E E E E E COM COM COM COM COM COM COM CO M G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CO M COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M TTT TTTTTT TTT SSS III SSS WWW TTT TTT TTT WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT TTT TTT TTT III TTT TTTTTTWWW TTT TTT SSS SSS TTT GGG SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X CO M COM CO M S S S DDD DDD DDD DDD DDD SSS SSS DDD S S S 9 8 7 6 5 4 3 2 110 11 12 13 14 15 16 17 18 2,840 SF 19 20 21 22 23 24 25 32 31 30 29 28 27 26 UP TTT TTTTTT TTT TTT TTT TTT TRTRTR TTT ES101 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN1 PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY 1" = 30'-0" 0 15'30'60' ES102 SITE PLAN NOTES AND SCHEDULES PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY S SSSSSSSS S S S S S S S S S S S S S S S S S FI R E FI R E FI R E E E E E E E E E E E E E COM COM COM COM COM COM COM CO M G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G CO M COM COM COM COM CO M COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM CO M CO M COM COM COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M C COM CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M CO M TTT TTTTTT TTT SSS III SSS WWW TTT TTT TTT WWW WWW WWW III III WWW WWW WWW WWW WWW TTT TTT TTT TTT TTT III TTT TTTTTTWWW TTT TTT SSS SSS TTT GGG SSS SSS SSS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X CO M COM CO M S S S DDD DDD DDD DDD DDD SSS SSS DDD S S S 9 8 7 6 5 4 3 2 110 11 12 13 14 15 16 17 18 2,840 SF 19 20 21 22 23 24 25 32 31 30 29 28 27 26 UP Lu m i n a i r e S c h e d u l e Sy m b o l Qt y La b e l Ar r a n g e m e n t De s c r i p t i o n LL F Lu m i n a i r e Lu m e n s Lu m i n a i r e Wa t t s 29 F6 W Si n g l e HC 6 1 5 D 0 1 0 - H M 6 0 5 2 5 9 3 0 - 6 1 M D H 1. 0 13 8 1 14 21 P1 Si n g l e DS X 0 L E D P 2 3 0 K 7 0 C R I T 4 L G 1. 0 54 7 4 45 . 1 4 14 P2 - 2 3 @ 9 0 D e g r e e s DS X 0 L E D P 4 3 0 K 7 0 C R I T 5 L G 1. 0 11 1 8 3 93 . 0 4 8 P3 Si n g l e DS X 0 L E D P 2 3 0 K 7 0 C R I T 5 L G 1. 0 62 1 0 45 . 1 4 4 PT Si n g l e DS X 0 L E D P 2 3 0 K 7 0 C R I T 1 S H S 1. 0 50 8 6 25 . 4 1 3 4 22 WP Si n g l e WD G E 2 L E D P 3 3 0 K 8 0 C R I V F 1. 0 30 1 6 22 . 5 5 Ca l c u l a t i o n S u m m a r y La b e l Un i t s Av g Ma x Mi n Av g / M i n Ma x / M i n Ov e r a l l S i t e Fc 1. 5 8 17 . 8 0. 0 N. A . N. A . Pr o p e r t y L i n e Fc 0. 1 3 0. 8 0. 0 N. A . N. A . Di s p l a y P a r k i n g Fc 9. 3 4 11 . 4 5. 1 1. 8 3 2. 2 4 Di s p l a y P a r k i n g ( W e s t L o t ) Fc 6. 8 2 10 . 0 1. 3 5. 2 5 7. 6 9 Fr o n t D r i v e A i s l e Fc 3. 4 4 8. 1 0. 8 4. 3 0 10 . 1 3 Re a r D r i v e A i s l e Fc 1. 0 3 2. 2 0. 3 3. 4 3 7. 3 3 ES103 PHOTOMETRIC SITE PLAN PHOTOMETRIC SITE PLAN1 PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY 1" = 30'-0" 0 15'30'60' "P1"/"P2-2"/"P3"/"PT""WP" ES104 SITE LIGHTING CUTSHEETS SITE LIGHTING CUTSHEETS PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY "F6W" ES105 SITE LIGHTING CUTSHEETS SITE LIGHTING CUTSHEETS PROJECT NO.: 2302 ISSUE DATE: 8/25/25 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 FO R T C O L L I N S , C O 8 0 5 2 5 A R C H I T E C T 850 W. ELLIOT ROAD #108 TEMPE, ARIZONA 85284 MAHONEYARCH.COM JOHN MAHONEY