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Plans - Site Plan - 11/19/2025
VIXE N D R . PRO S P E C T RIDG E D R . CAR R I A G E PKW Y . PROSPECT ROAD IN T E R S T A T E 2 5 CO U N T Y R O A D 5 MULBERRY STREET 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 . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 11/19/2025 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 \ 1 9 6 3 9 5 0 1 0 _ P r o s p e c t R i d g e L o t 4 \ C A D D \ P l a n S h e e t s \ P D P \ C - C O V R _ P D P . d w g PROJECT NO. SHEET PR O S P E C T R I D G E M I X E D U S E - L O T 4 196395010 PRELIMINARY R 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 . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 11/19/2025 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 \ 1 9 6 3 9 5 0 1 0 _ P r o s p e c t R i d g e L o t 4 \ C A D D \ P l a n S h e e t s \ P D P \ C - C O V R _ P D P . d w g PROJECT NO. SHEET PR O S P E C T R I D G E M I X E D U S E - L O T 4 196395010 PRELIMINARY R CO V E R S H E E T C1.0 BASIS OF BEARINGS FIELD SURVEY BY: BENCHMARK GEOTECHNICAL REPORT BY: EARTH ENGINEERING CONSULTANTS, LLC SUBSURFACE EXPLORATION REPORT PROESPECT/I-25 DEVELOPMENT EEC PROJECT NO. 1052027 DATE: APRIL 11, 2005 NORTHERN ENGINEERING SERVICES, INC. 301 N. HOWS STREET, SUITE 100 FORT COLLINS, CO 80521 PHONE: (970)221-4158 CONTACT: ROBERT TESSELY PROJECT NO. 1124-005 DATE: JUNE 16, 2020 A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN LOT 4 OF RUDOLPH FARM SUBDIVISION CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVELOPMENT PLANS FOR PROSPECT RIDGE MIXED USE - LOT 4 ADDITIONAL GEOTECHNICAL REPORT BY: EARTH ENGINEERING CONSULTANTS, LLC SUPPLEMENTAL PRELIMINARY SUBSURFACE EXPLORATION REPORT PROESPECT/I-25 DEVELOPMENT EEC PROJECT NO. 1222014 DATE: JUNE 03, 2022 NOVEMBER 2025 SHEET INDEX SHEET NUMBER SHEET DESCRIPTION SHEET TITLE C1.0 1 COVER SHEET C2.0 2 SITE PLAN L1.0 3 LANDSCAPE PLAN L1.1 4 LANDSCAPE CODE AND SCHEDULE L1.2 5 LANDSCAPE NOTES L1.3 6 LANDSCAPE DETAILS HZ1.0 7 HYDROZONE PLAN IR1.0 8 IRRIGATION PLAN IR1.2 9 IRRIGATION SCHEDULE AND NOTES IR1.3 10 IRRIGATION DETAILS IR1.4 11 IRRIGATION DETAILS C4.0 12 PHOTOMETRIC PLAN C4.1 13 PHOTOMETRIC DETAILS THE BASIS OF BEARINGS IS THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 15-T7N-R68W AS BEARING SOUTH 89° 38' 43'' EAST (ASSUMED BEARING) AND MONUMENTED AS SHOWN ON DRAWING WITH THE WEST QUARTER CORNER OF SECTION 15 BEING A 31 4" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17483 AND THE CENTER QUARTER OF SECTION 15 BEING A 21 2" ALUMINUM CAP ON #6 REBAR, STAMPED PLS 7839 PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK NO. 27-01 NORTHEAST CORNER OF C.R. 5 AND E. PROSPECT ROAD, ON THE END BLOCK OF A 15" DIAMETER STEEL PIPE. ELEVATION: 4,918.13 CITY OF FORT COLLINS BENCHMARK NO. 47-01 SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B 16 AM) OVER I-25, ON A DEPT OF HIGHWAYS BRASS CAP. ELEVATION: 4,934.13 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD 29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR 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 - 3.18'. 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.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 14.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. 15.EXISTING CURB PAINT TO BE REPAINTED, SANDBLASTED, OR OTHER ALONG FIRE ACCESS ROUTE; COORDINATED WITH CONTRACTOR AND CLIENT. 16.PROPOSED SIDEWALK SHALL PROVIDE PUBLIC ACCESS BUT WILL BE PRIVATELY OWNED AND MAINTAINED. 17.SIDEWALKS AND RAMPS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT, ACCESSIBLE ROUTES SHALL SLOPE NO MORE THAN 1:20 IN THE DIRECTION OF TRAVEL AND NO MORE THAN 1:50 CROSS SLOPE. 18.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 19.ALL INNER CURBED RADII ARE TO BE 3' UNLESS OTHERWISE NOTED. 20.ALL AREAS DEDICATED AS EMERGENCY ACCESS EASEMENTS WILL BE CAPABLE OF SUPPORTING 80,000 POUNDS. 21.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR THE RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 22.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. 23.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. CITY OF FORT COLLINS SITE PLAN NOTES: OWNER'S CERTIFICATE THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. 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 PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS DAY,. CDNS Director or Designee Signature LAND USE TABLE COMMERCIAL ZONING GENERAL COMMERCIAL DISTRICT (GC) LOT 4 SIZE (GROSS)103,833 SF 2.38 ACRES BUILDING HEIGHT MAXIMUM PROPOSED 4 STORIES 4 STORIES COMMERCIAL RETAIL SPACE (SF)9352 1-BEDROOM UNITS 9 2-BEDROOM UNITS 29 3-BEDROOM UNITS 10 TOTAL HOUSING UNITS 48 TOTAL BEDROOMS 97 VEHICULAR PARKING REQUIRED PROPOSED STANDARD PARKING 19 93 ACCESSIBLE PARKING 1 (1 VAN)4 TOTAL SURFACE VEHICLE PARKING N/A 97 STANDARD GARAGE PARKING N/A 22 ACCESSIBLE GARAGE PARKING N/A 1 TOTAL VEHICLE PARKING N/A 120 BICYCLE PARKING REQUIRED PROPOSED MULTI-FAMILY FIXED BIKE PARKING*39 42 RETAIL FIXED BIKE PARKING**3 MULTI-FAMILY COVERED/ENCLOSED BIKE PARKING*59 61 RETAIL COVERED/ENCLOSED BIKE PARKING**1 TOTAL BIKE PARKING 102 103 LOT COVERAGE BUILDINGS 0.61 AC.26% DRIVEWAY AND PARKING 0.933 AC.39% SIDEWALKS & CONCRETE 0.207 AC.8% OPEN/LANDSCAPE 0.64 AC.27% *1 BICYCLE PARKING SPACE IS REQUIRED PER BEDROOM FOR MULTI-UNIT RESIDENTIAL WITH 60% ENCLOSED AND 40% FIXED PER FORT COLLINS LAND USE CODE ARTICLE 5, SECTION 5.9.1(C)(4)(c). **1 BICYCLE PARKING SPACE IS REQUIRED PER 4,000 SF OF GENERAL RETAIL (MINIMUM OF 4) WITH 20% ENCLOSED AND 80% FIXED PER FORT COLLINS LAND USE CODE ARTICLE 5, SECTION 5.9.1(C)(4)(c) 23 ENCLOSED BICYCLE PARKING SPACES ARE INCLUDED WITHIN GARAGES. PER COLORADO HOUSE BILL 24-1304, THE CITY OF FORT COLLINS DOES NOT IMPOSE A MINIMUM ON-SITE PARKING REQUIREMENT FOR NEW MULTI-UNIT OR RESIDENTIAL MIXED-USE DEVELOPMENTS. GIVEN NO REQUIRED PARKING SPACES BY CITY CODE FOR RESIDENTIAL, ACCESSIBLE PARKING IS TO BE BASED ON THE TOTAL PROPOSED ON SITE. 2 PARKING SPACES ARE REQUIRED PER 1,000 SF OF GENERAL RETAIL PER FORT COLLINS LAND USE CODE ARTICLE 5, SECTION 5.9.1(K)(2)(b) 4-STORY MAXIMUM BUILDING HEIGHT FOR CG DISTRICT PER FORT COLLINS LAND USE CODE ARTICLE 2, SECTION 2.3.4. 1 OF 13 LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL:(970) 822-7911 CONTACT: EMILY SHAUGHNESSY, P.L.A. OWNER/DEVELOPER: PACIFIC NORTH ENTERPRISES, LLC. 900 CASTLETON ROAD, SUITE 118 CASTLEROCK, CO 80109 TEL:(907) 299-6811 CONTACT: BRYAN BYLER CONTACTS ARCHITECT: NEO STUDIO 3560 WALNUT ST., UNIT A DENVER, CO 80205 TEL:(303) 758-3800 CONTACT: MICHAEL NODA N VICINITY MAP SCALE: 1" = 1500' CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL: (970) 822-7911 CONTACT: ANDY REESE SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 DENVER, CO 80111 TEL:(720) 464-1877 CONTACT: JEREMY FELDER TRAFFIC OPERATIONS: KIMLEY-HORN AND ASSOCIATES, INC. 3325 SOUTH TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 TEL:(720) 943-9962 CONTACT: JEFF PLANCK, P.E. TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS TS VA U L T 10 ' X 1 0 ' E L E C TS TS T V V V V V V V VV V V V V V V V V V V V VVVVVVV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V EV CHARGING ONLY EV CHARGING ONLY EV CH A R G I N G ON L Y EV CH A R G I N G ON L Y 4915 491 2 491 3 4914 4916 4917 4917 4917 491 8 491 8 49 1 8 491 8 4918 4918 491 8 4918 4919 4916 4917 4918 4919 4919 4916 4917 4918 491 5 491 2 491 2 491 3 491 4 491 6 491 7 491 8 491 9 49 1 9 49 1 9 49 1 9 491 5 4913 491 4 49 1 6 49 1 7 49 1 9 491 9 4917 4918 4918 4917 4917 49 1 6 49 1 7 49 1 8 49 1 9 49 1 5 49 1 4 49 1 6 49 1 7 49 1 6 4917 49 1 3 49 1 4 4915 4911 4911 4912 4913 4914 4915 4911491249134914 4910 4915 4911 4912 4913 4914 49164916 4905 4901 4902 4903 4904 49 1 5 49 1 1 49 1 2 49 1 3 49 1 4 49 1 6 49 1 7 49 1 8 4910 4915 4908 4909 4911 4912 4913 4914 VAN VAN T LAKE CANAL EASEMENT (WIDTH VARIES) EX. 9' UTILITY EASEMENT EX . 9 ' U T I L I T Y E A S E M E N T EX . 9 ' U T I L I T Y E A S E M E N T NATURAL HABITAT BUFFER ZONE (WIDTH VARIES) EX. 40' CITY OF GREELEY WATERLINE EASEMENT EX. 10' TRAIL EASEMENT EX. 10' CITY OF GREELEY WATERLINE EASEMENT EX . 9 ' U T I L I T Y E A S E M E N T EX. 9' UTILITY EASEMENT TRIC CANAL TRIC C A N A L LAK E C A N A L LAKE CANAL EX. DETENTION POND LOT 2 LOT 3 LOT 1 EX. 5' SIDEWALK EX . 5 ' S I D E W A L K PROSPECT RIDGE DRIVE 77' ROW (LOCAL COMMERCIAL) PR O S P E C T R I D G E D R I V E 77 ' R O W ( L O C A L C O M M E R C I A L ) CA R R I A G E P A R K W A Y 84 ' R O W ( C O L L E C T O R ) 89' ROW 77' ROW TRASH ENCLOSURE BIKE PARKING (4 RACKS) BIKE PARKING (4 RACKS) BIKE PARKING (4 RACKS) 50' FL-FL 62' FL-FL 54' FL-FL 50' FL-FL 10' SETBACK 15' SETBACK 10' SETBACK 5' SETBACK 4 9 12 4 3 10 10 10 14 10 7 THICKENED EDGE SLAB/ 18" WALL THICKENED EDGE SLAB/ 18" WALL BIKE PARKING (4 RACKS) BIKE PARKING (5 RACKS) COVERED BIKE PARKING (11 SPACES) 5' SETBACK PROPOSED ACCESSIBLE GARAGE 26' EMERGENCY ACCESS EASMENT 24' EMERGENCY ACCESS EASMENT 26' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 2' PAN 2' PAN SIGHT DISTANCE EASEMENT COVERED BIKE PARKING (4 RACKS) 2' PAN 4 UTILITY EASEMENT STOP SIGN W/ STOP BAR STOP SIGN W/ STOP BAR FIRE LANE NO PARKING SIGN ADA PARKING SIGN ADA PARKING SIGN STORAGE & BIKE PARKING (4 RACKS) FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN FIRE LANE NO PARKING SIGN PROPOSED GARAGES CONCRETE DRIVEWAY (TYPE I) CONCRETE DRIVEWAY (TYPE I) ROOF OVERHANG COVERED PATIO 4' PAN 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 . DESIGNED BY: BAW DRAWN BY: MKL CHECKED BY: AGR DATE: 11/19/2025 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 \ 1 9 6 3 9 5 0 1 0 _ P r o s p e c t R i d g e L o t 4 \ 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 PR O S P E C T R I D G E M I X E D U S E - L O T 4 196395010 PRELIMINARY R SI T E P L A N C2.0 NORTH SCALE: 1"= 30' 2 OF 13 PROPERTY LINE LEGEND EXISTING EASEMENT LOT LINES PROPOSED EASEMENT PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE FLATWORK PROPOSED LIGHT POLE PROPOSED ROAD SIGN T PROPOSED TRANSFORMER NATURAL HABITAT BUFFER ZONE #PARKING COUNTS T E V V V V V V V VV V V V V V V V V V V V V VVVVVV V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V E E E E E E E E E E E E E EE 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 EEEEEEEEEEE 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 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL2 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 SL1 MH:20 WP MH:10 WP MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 SW MH:10 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 2 0. 4 0. 7 1. 0 1. 2 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 5 1. 0 1. 3 1. 2 1. 0 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 2 2. 4 1. 6 1. 5 0. 5 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 3. 6 1. 9 1. 6 1. 7 0. 1 0. 0 0. 0 0. 0 0. 4 0. 5 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 0. 1 3. 6 1. 9 1. 4 3. 1 0. 1 0. 1 0. 1 0. 4 1. 1 0. 8 0. 5 0. 3 0. 2 0. 0 0. 0 0. 0 0. 0 3. 4 1. 7 1. 3 1. 8 3. 7 0. 3 0. 5 1. 2 1. 3 1. 1 0. 7 0. 4 0. 3 0. 1 0. 0 0. 0 0. 0 2. 9 1. 3 0. 9 1. 1 2. 3 1. 4 1. 3 1. 1 1. 2 0. 8 0. 6 0. 6 0. 3 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 5 1. 4 0. 9 1. 0 1. 4 3. 2 1. 4 1. 6 1. 3 1. 4 1. 1 0. 8 0. 7 0. 9 1. 0 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 2. 4 1. 2 1. 2 1. 4 1. 8 2. 1 1. 9 1. 4 1. 4 1. 2 0. 8 0. 7 0. 8 1. 1 1. 3 1. 0 0. 2 0. 1 0. 0 0. 0 0. 0 1. 7 1. 4 1. 3 1. 4 2. 0 1. 9 1. 6 1. 3 0. 9 0. 7 0. 7 0. 9 1. 2 1. 1 1. 2 0. 9 0. 2 0. 0 0. 0 0. 0 0. 0 2. 5 1. 0 1. 3 1. 4 1. 6 1. 8 1. 5 1. 1 0. 8 0. 7 0. 7 0. 9 1. 2 1. 3 1. 2 1. 3 0. 8 0. 0 0. 0 0. 0 0. 0 0. 1 1. 3 0. 7 1. 4 1. 4 1. 6 1. 5 1. 1 0. 9 0. 9 0. 9 0. 8 1. 0 1. 3 1. 2 1. 1 1. 2 0. 6 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 9 1. 0 0. 8 1. 5 1. 5 1. 4 1. 6 1. 2 1. 3 1. 2 1. 0 0. 8 0. 9 1. 2 1. 2 1. 0 0. 7 0. 2 0. 0 0. 0 0. 0 2. 3 0. 7 1. 1 1. 3 1. 3 1. 7 1. 9 1. 3 1. 3 1. 3 0. 9 0. 8 0. 8 0. 8 0. 6 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 1. 7 0. 7 1. 0 1. 3 1. 5 1. 8 1. 6 1. 3 1. 4 1. 2 0. 8 0. 6 0. 5 0. 4 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 2. 6 1. 1 0. 8 1. 2 1. 2 1. 5 2. 0 1. 5 1. 1 1. 3 1. 1 0. 8 0. 5 0. 3 0. 3 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 1 1. 4 0. 7 1. 0 1. 3 1. 2 1. 5 2. 0 1. 4 1. 3 1. 3 1. 4 1. 5 1. 1 0. 8 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 9 1. 3 0. 8 1. 1 1. 3 1. 2 1. 5 1. 9 1. 1 1. 1 1. 4 1. 5 1. 6 1. 5 1. 3 1. 1 0. 9 0. 3 0. 1 0. 0 0. 0 0. 0 2. 4 1. 0 0. 8 1. 1 1. 2 1. 1 1. 3 1. 1 1. 0 1. 3 1. 5 1. 4 1. 3 1. 1 1. 3 0. 9 0. 5 0. 2 0. 0 0. 0 0. 0 1. 8 0. 6 0. 7 0. 8 0. 9 0. 8 0. 9 1. 0 1. 2 1. 4 1. 4 1. 4 1. 3 1. 1 0. 7 0. 4 0. 2 0. 0 0. 0 0. 0 2. 5 1. 1 0. 4 0. 7 1. 0 0. 9 0. 9 1. 1 1. 2 1. 2 1. 1 1. 0 0. 8 0. 7 0. 5 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 1. 2 0. 3 1. 2 1. 3 1. 2 1. 3 1. 4 1. 4 1. 3 1. 1 0. 6 0. 4 0. 3 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 1 0. 2 0. 3 0. 4 1. 3 1. 6 1. 7 1. 8 1. 6 1. 2 1. 3 0. 9 0. 2 0. 2 0. 2 0. 2 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 3 1. 0 1. 6 1. 6 2. 1 1. 9 1. 5 1. 4 1. 4 0. 7 0. 9 0. 9 0. 7 0. 4 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 6 1. 4 1. 5 2. 0 2. 1 1. 7 1. 7 1. 4 0. 9 1. 8 3. 3 3. 4 2. 0 0. 8 0. 3 0. 1 0. 0 0. 0 0. 0 0. 0 1. 7 1. 5 1. 4 1. 8 1. 7 1. 6 1. 2 0. 4 0. 6 1. 8 3. 1 3. 7 2. 0 0. 7 0. 2 0. 0 0. 0 0. 0 0. 1 2. 2 1. 5 1. 5 1. 4 1. 2 1. 2 0. 6 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 1. 7 1. 1 1. 1 1. 0 0. 8 0. 6 0. 1 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 9 1. 0 1. 0 0. 9 0. 8 0. 6 0. 3 0. 1 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 9 1. 1 1. 1 0. 9 0. 5 0. 3 0. 2 1. 7 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 1. 0 1. 4 1. 3 1. 1 0. 6 0. 3 0. 2 0. 5 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 1. 0 1. 4 1. 3 1. 3 0. 8 0. 5 0. 4 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 2 0. 9 1. 3 1. 5 1. 5 1. 1 0. 8 0. 7 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 1. 0 1. 5 1. 5 1. 6 1. 4 1. 2 1. 1 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 9 1. 4 1. 5 1. 7 1. 7 1. 4 1. 2 0. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 9 1. 3 1. 4 1. 6 1. 7 1. 3 1. 3 0. 3 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 8 1. 0 1. 1 1. 4 1. 7 1. 3 1. 4 0. 5 0. 0 0. 0 0. 0 0. 0 0. 0 0. 5 0. 9 1. 0 1. 1 1. 3 1. 5 1. 2 1. 4 1. 1 0. 5 0. 2 0. 0 0. 0 0. 0 0. 8 1. 3 1. 2 1. 2 1. 2 1. 3 1. 3 1. 3 0. 9 2. 3 0. 5 0. 0 0. 0 0. 1 0. 8 1. 2 1. 3 1. 3 1. 0 0. 9 0. 9 1. 0 1. 2 0. 4 0. 1 0. 0 0. 0 0. 1 0. 9 1. 2 1. 3 1. 3 0. 9 0. 6 0. 6 0. 5 0. 6 0. 1 0. 0 0. 0 0. 0 0. 1 0. 9 1. 2 1. 4 1. 4 0. 9 0. 5 0. 4 0. 3 0. 9 0. 6 0. 2 0. 0 0. 0 0. 1 0. 8 1. 2 1. 3 1. 7 1. 1 0. 6 0. 4 0. 3 0. 6 2. 2 0. 4 0. 0 0. 0 0. 0 0. 8 1. 2 1. 4 1. 9 1. 4 0. 9 0. 5 0. 3 0. 2 0. 3 0. 1 0. 0 0. 0 0. 0 0. 6 0. 8 1. 3 1. 8 1. 5 1. 1 0. 6 0. 4 0. 4 0. 0 0. 0 0. 0 0. 0 0. 0 0. 3 0. 6 1. 4 1. 7 1. 4 1. 1 0. 6 0. 8 2. 2 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 4 1. 4 1. 4 1. 0 0. 5 0. 4 0. 7 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 1. 3 1. 1 1. 3 0. 9 0. 5 0. 5 1. 0 0. 4 0. 1 0. 0 0. 0 0. 0 0. 7 1. 3 1. 2 1. 1 0. 7 0. 6 1. 0 2. 9 2. 3 0. 5 0. 0 0. 0 0. 1 0. 6 0. 9 0. 9 0. 8 0. 6 0. 9 1. 7 3. 1 0. 6 0. 2 0. 0 0. 0 0. 1 0. 4 0. 6 0. 6 0. 6 0. 5 1. 5 3. 0 2. 8 0. 9 0. 2 0. 0 0. 0 0. 1 0. 3 0. 4 0. 6 0. 6 0. 7 2. 0 4. 5 3. 3 2. 0 0. 4 0. 0 0. 0 0. 1 0. 3 0. 5 0. 8 1. 0 1. 2 2. 4 4. 0 2. 0 0. 2 0. 1 0. 0 0. 0 0. 1 0. 3 0. 6 1. 0 1. 3 1. 4 2. 2 2. 8 1. 8 0. 0 0. 0 0. 0 0. 0 0. 1 0. 3 0. 6 1. 1 1. 2 1. 5 1. 6 2. 0 2. 6 3. 5 4. 1 3. 1 1. 7 0. 5 0. 1 0. 0 0. 0 0. 0 0. 1 0. 2 0. 5 1. 0 1. 0 1. 1 1. 3 1. 5 2. 1 2. 8 3. 2 2. 5 1. 3 0. 5 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 0 0. 1 0. 2 0. 3 0. 3 0. 3 0. 4 0. 5 0. 4 0. 3 0. 2 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ROOF OVERHANG NORTH QTY SL1 - STREET LIGHT12 LIGHTING SUMMARY TABLE AREA OVERALL SITE PARKING AND DRIVE UNIFORMITY (AVG/MIN) AVERAGE (FC) 4.5 0.0 0.75 1.160.33.2 MINIMUM (FC) MAXIMUM (FC) UNIFORMITY (MAX/MIN) N/A N/A 3.87 10.67 R Know what's below. Call before you dig. FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION PR O S P E C T R I D G E L O T 4 C4.0 12 OF 13 PH O T O M E T R I C P L A N PROPERTY LINE (10' OFFSET) 0.30.01.0 N/A N/A LIGHTING DESIGN CRITERIA AREA PARKING AND DRIVE UNIFORMITY (AVG/MIN) AVERAGE (FC) N/A N/A 1.00 MINIMUM (FC) MAXIMUM (FC) UNIFORMITY (MAX/MIN) 4.00 N/A SL2 - STREET LIGHT1 SW - BUILDING/GARAGE LIGHT WP - BUILDING LIGHT 35 3 LUMINAIRE SCHEDULE SYMBOL DESCRIPTION MANUFACTURER AND MODEL LLF VOLTAGE WATTAGE BUG LUMENS FINISH POLE MANUFACTURER POLE MODEL POLE FINISH POLE HEIGHT SHORT ARM STYLE LED LUMINAIRE COOPER GALLEON II GALN-SA1C-730-U-T4W-HSS 0.9 120-277V 57 W B1-U0-G2 4,687 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 20'-0" BUILDING MOUNTED LUMINARIES PORTFOLIO LERS4C05D010 EC4C02089024 4LBCSMW 0.9 120-277V 7.2 W B0-U0-G0 523 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 10'-0" BUILDING MOUNTED LUMINARIES INVUE ENC-SA1B-730-U-T3 0.9 120-277V 25.4 W B1-U0-G1 3,179 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 10'-0" NOTES: 1.3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2.IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 3.FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS. 4.FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. 5.FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE VALUE OF 1000 PSF. 6.FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS WITH OVERTURNING LOADS". SEE FIXTURE DETAIL FOR LUMIINAIRE MODEL ADDITIONAL FIXTURE TO BE INSTALLED PER PHOTOMETRIC PLAN LIGHTING CONDUIT(S) 3/4" X 10' COPPER GROUND ROD WITH #6 CU TO GROUND LUG. POLE HAND HOLE LOCATED 18" ABOVE POLE BASE, 4"X6" OPENING. ALUMINUM POLE FINISH TO MATCH LUMINAIRE CONNECT ALL EQUIPMENT GROUND CONDUCTORS TO GROUNDING LUG AT HAND HOLE POLE SHALL BE MADE PLUMB WITH LEVELING NUTS. TWO PIECE BOLT COVER REQUIRED ANCHOR BOLT QUANTITY AND SIZING TO BE PER POLE MANUFACTURER'S GUIDELINES AND SPECIFICATIONS 4-#8x8' (MIN) LONG BARS EQUALLY SPACED #3 TIES @ 16" O.C. MAX 6'-0" SE E F I X T U R E S C H E D U L E F O R P O L E H E I G H T VERTICAL AND HORIZONTAL BARS SHALL BE FIELD TIED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT IN ITS PROPER LOCATION FROM THE FORMWORK DURING CONCRETE OPERATION.24" DIAMETER 3" MIN 3" MINIMUM COVER TYP. FINISHED GRADE POLE FOUNDATION DETAIL LUMINAIRE CUTSHEETS LUMINAIRE SCHEDULE SYMBOL DESCRIPTION MANUFACTURER AND MODEL LLF VOLTAGE WATTAGE BUG LUMENS FINISH POLE MANUFACTURER POLE MODEL POLE FINISH POLE HEIGHT SHORT ARM STYLE LED LUMINAIRE COOPER GALLEON II GALN-SA1C-730-U-T4W-HSS 0.9 120-277V 57 W B1-U0-G2 4,687 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 20'-0" BUILDING MOUNTED LUMINARIES PORTFOLIO LERS4C05D010 EC4C02089024 4LBCSMW 0.9 120-277V 7.2 W B0-U0-G0 523 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 10'-0" BUILDING MOUNTED LUMINARIES INVUE ENC-SA1B-730-U-T3 0.9 120-277V 25.4 W B1-U0-G1 3,179 LUMENS GREY MILLERBERND ART-A-060-A-200-DM17-R-GV-NC2 GREY 10'-0" R Know what's below. Call before you dig. FOR REVIEW ONLY NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION PR O S P E C T R I D G E L O T 4 PH O T O M E T R I C D E T A I L S C4.1 13 OF 13