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Plans - Site, Landscape and Elevations Plans - 10/28/2025
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 . 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 K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ 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 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY LOT 1, RUDOLPH FARM SUBDIVISION, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. CONTAINING 596,274 SQUARE FEET OR 6.802 ACRES MORE OR LESS. LEGAL DESCRIPTION: ACCORDING TO FIRM PANEL 08069C1003G FOR LARIMER COUNTY, EFFECTIVE DATE 05/02/2012, THIS TRACT LIES WITHIN A FEMA DESIGNATED AREA OF MINIMAL FLOOD HAZARD (ZONE X). FLOODPLAIN NOTE: LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, LOT 1 OF RUDOLPH FARM SUBDIVISION CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN CO V E R S H E E T LAND USE TABLE COMMERCIAL ZONING GENERAL COMMERCIAL DISTRICT (CG) LOT 1 SIZE (GROSS)296,208 SF 6.80 ACRES BUILDING HEIGHT MAXIMUM PROPOSED 4 STORIES 4 STORIES 1-BEDROOM UNITS 103 2-BEDROOM UNITS 100 3-BEDROOM UNITS 23 TOTAL HOUSING UNITS 226 PACIFIC NORTH ENTERPRISES, LLC 900 CASTLETON DRIVE, SUITE 118 CASTLE ROCK, CO 80109 PHONE: (907) 299-6811 CONTACT: BRYAN BYLER DEVELOPER/APPLICANT: PROJECT CONTACTS NEO STUDIO 3560 WALNUT ST, DENVER, CO 80205 PHONE: (303) 758-3800 CONTACT: JEREMY JOHNSON ELECTRICAL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 GREENWOOD VILLAGE, CO 80111 PHONE: (720) 943-9962 CONTACT: JEFF PLANCK, P.E. TRAFFIC OPERATIONS: KIMLEY-HORN AND ASSOCIATES, INC. 6200 SOUTH SYRACUSE WAY, SUITE 300 DENVER, CO 80111 PHONE: (720) 464-1877 CONTACT: JEREMY FELDER SURVEYOR: NEO STUDIO 3560 WALNUT ST, DENVER, CO 80205 PHONE: (303) 758-3800 CONTACT: MICHAEL NODA ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3325 S. TIMBERLINE ROAD, SUITE 130 FORT COLLINS, CO 80525 PHONE: (970) 852-6858 CONTACTS: ANDY REESE CIVIL ENGINEER: LANDSCAPE ARCHITECT: KIMLEY-HORN AND ASSOCIATES, INC. 3801 AUTOMATION WAY, SUITE 210 FORT COLLINS, CO 80525 PHONE: (720) 636-8272 CONTACT: EMILY WILSON, P.L.A. N VICINITY MAP 1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CITY OF FORT COLLINS SITE PLAN NOTES: PROJECT DEVELOPMENT PLANS FOR PROSPECT RIDGE MULTIFAMILY SHEET INDEX SHEET NO.SHEET TITLE C1.0 COVER SHEET C2.0 OVERALL SITE PLAN C3.0 FIRE ACCESS PLAN L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN - NORTH L1.2 LANDSCAPE PLAN - SOUTH L2.0 LANDSCAPE SCHEDULE L2.1 LANDSCAPE NOTES L2.2 LANDSCAPE DETAILS HZ1.0 HYDROZONE PLAN H1.0 OVERALL HARDSCAPE PLAN H1.1 HARDSCAPE PLAN - DOG PARK H1.2 HARDSCAPE PLAN - GARDEN & SEATING AREA H1.3 HARDSCAPE PLAN - POOL DECK H2.0 HARDSCAPE DETAILS IR1.0 OVERALL IRRIGATION PLAN IR1.1 IRRIGATION PLAN - NORTH IR1.2 IRRIGATION PLAN - SOUTH IR2.0 IRRIGATION NOTES IR2.1 IRRIGATION DETAILS NORTHERN ENGINEERING SERVICES, INC. 301 N. HOWES STREET, SUITE 100 FORT COLLINS, CO 80521 PHONE: (970) 221-4158 CONTACT: ROBERT TESSELY PROJECT NO. 1124-005 DATE: JUNE 16, 2020 FIELD SURVEY BY: SCALE: 1" = 1000' THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. DISCLAIMER STATEMENT VEHICULAR PARKING REQUIRED PROPOSED STANDARD PARKING N/A 182 COMPACT PARKING N/A 24 ACCESSIBLE PARKING N/A 7 (2 VAN) TOTAL SURFACE VEHICLE PARKING N/A 213 GARAGE PARKING N/A 77 TOTAL VEHICLE PARKING N/A 290 BICYCLE PARKING REQUIRED PROPOSED UNCOVERED BIKE PARKING 154 142 COVERED/ENCLOSED BIKE PARKING 231 243 TOTAL BIKE PARKING 385 385 LOT COVERAGE BUILDINGS 1.95 AC.28% HARDSCAPE (ASPHALT & CONCRETE)3.46 AC.50% OPEN/LANDSCAPE 1.39 AC.20% ACTIVE RECREATION/POOL DECK 0.14 AC.2% 1 BICYCLE PARKING SPACE IS REQUIRED PER BEDROOM FOR MULTI-UNIT RESIDENTIAL WITH 60% ENCLOSED AND 40% FIXED PER FOR COLLINS LAND USE CODE ARTICLE 5, SECTION 5.9.1(C)(4)(c). 77 ENCLOSED BICYCLE PARKING SPACES ARE INCLUDED WITHIN GARAGES AND AN ADDITIONAL 16 BICYCLE PARKING SPACES ARE INCLUDED WITHIN BUILDING 1 BICYCLE STORAGE AREA. 4-STORY MAXIMUM BUILDING HEIGHT FOR CG DISTRICT PER FOR COLLINS LAND USE CODE ARTICLE 2, SECTION 2.3.4. 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, ACCESSIBLE PARKING IS TO BE BASED ON THE TOTAL PROPOSED ON-SITE. 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 C1.0 PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION PROJECT SITE LOT 1 6.80 AC. IN T E R S T A T E 2 5 MULBERRY STREET CO U N T Y R O A D 5 PROSPECT ROAD PRO S P E C T R I D G E D R . CAR R I A G E P K W Y . VIXE N D 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 . 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 . 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 K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ 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 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY C2.0 NORTH OV E R A L L S I T E P L A N LEGEND SITE PLAN NOTES: 1.EXISTING CURB PAINT TO BE REPAINTED, SANDBLASTED, OR OTHER ALONG FIRE ACCESS ROUTE; COORDINATED WITH CONTRACTOR AND CLIENT. 2.PROPOSED SIDEWALK SHALL PROVIDE PUBLIC ACCESS BUT WILL BE PRIVATELY OWNED AND MAINTAINED. 3.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. 4.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 5.ALL INNER CURBED RADII ARE TO BE 3' UNLESS OTHERWISE NOTED. 6.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 7.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 8.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. 9.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. 10.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. 11.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. 12.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 13.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 14.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE 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. 15.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. 16.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. 17.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 18.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. 19.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. 20.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 LAND 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 AND BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 21.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 22.THE DRIVE AREAS WITHIN THE DEDICATED EMERGENCY ACCESS EASEMENT MUST BE CAPABLE OF SUPPORTING 80,000 POUNDS. 23.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. N CONTEXT MAP SCALE: 1" = 750' T NO PARKING STRIPING PROPOSED FLOWLINE SETBACK LINE EASEMENT LINE PROPERTY LINE WALKS DRIVES, STREETS, AND DRIVEWAYS AMENITY AREA PROPOSED FENCE PARKING COUNT PROPOSED ROAD SIGN PROPOSED LIGHT POLE PROPOSED TRANSFORMER PROPOSED ADA PARKING EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED BICYCLE PARKING PROSPECT ROAD PROJECT SITE LOT 1 6.80 AC. Lot 7 5.93 AC. Lot 8 7.90 AC. Lot 9 14.73 AC. Lot 11 3.07 AC. Lot 12 12.45 AC.Lot 13 6.90 AC. Lot 4 2.38 AC. Lot 6 2.62 AC.Lot 2 1.46 AC. Lot 10 9.26 AC. TRACT E TRACT F TRACT J TRACT Q TRACT H TRACT D TRACT M TRACT N TRACT B TRACT A PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION Lot 3 1.39 AC. TRACT K TRACT G LOT 5 1.06 AC. TRACT C IN T E R S T A T E - 2 5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD E E E E E E E E E EEE E E E E E E E E E E E E E E E E E E E E E E E NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E VAN VAN T T T T T T 4916 4917 49 1 6 49 1 7 49 1 5 49 1 4 49 1 1 49 1 2 49 1 3 4910 4915 4916 4917 4913 4914 4912 4910 4910 49 1 5 4911 4912 49 1 3 49 1 4 4916 4917 4917 4917 490 5 49 1 0 490 4 490 6 490 7 490 8 4908 490 8 49 0 9 4900 4896 4897 4898 4899 4901 4902 4903 49 1 6491 7 491 6 491 7 491 8 491 9 49 1 7 49 1 8 49 1 9 491 8 49 1 7 49 1 8 49 1 9 49 1 9 49 1 9 4917491 5 4911 4912 4913 491 4 491 1 13 14 15 14 16 17 16 17 16 17 15 15 16 16 17 17 11 12 15 13 14 16 17 15 16 17 18 11 12 13 14 14 14 151314 16 16 16 13 11 11 14 11 12 12 15 15 13 14 14 15 14 18 17 18 17 17 18 19 18 19 17 18 18 15 16 15 14 16 17 17 10 11 12 13 11 13 18 19 19 17 15 15 12 13 1718 16 17 16 16 16 15 15 16 16 16 17 16 16 17 171717 18 19 HYD HYD HYD HYD PR O S P E C T R I D G E D R . CO M M E R C I A L L O C A L (7 7 ' R O W ) TRACT E RUDOLPH FARM POND 1 TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L LOT 2 1.46 AC. BUIL D I N G 6 TYP E D8,73 8 S F BUILDIN G 3 TYPE B 12,385 S F BUIL D I N G 2 TYP E B 12,3 8 5 S F BUIL D I N G 4 TYP E A 9,4 5 0 S F BUIL D I N G 1 (SO U T H ) TYP E C 5,66 4 S F RUDOLPH FARM RAIN GARDEN 1 BUI L D I N G 5 TYP E B 12, 3 8 5 S F LOT 4 2.38 AC. LAK E C A N A L PROSPECT RIDGE DR. COMMERCIAL LOCAL (77' ROW) LOT 1 6.80 AC. BUILDING 1 (NORTH) TYPE C 6,189 SF 26.0' 24.0' 26. 0 ' 5.0' 9. 0 ' TY P . 244 . 5 ' 24 4 . 5 ' 11 5 . 4 ' 9.0' TYP. 9.0'TYP . 9.0'TYP . 9.0 ' TY P . 24 . 0 ' 6.0 'TYP . 6.0 'TY P . 6. 0 ' TY P . 6.0'TYP . 6. 0 ' TY P . 6.0'TYP . 6.0 ' 5.5' SIDEWALK 5.0' S I D E W A L K 5.5' SID E W A L K 5.5 ' S I D E W A L K 8.5' TYP. 26 . 0 ' 19 . 0 ' T Y P . 19.0' T Y P . 19. 0 ' TY P . 15 . 0 ' 19.0' TY P . 50' EX. T R A I L EASEM E N T 30' EX. U T I L I T Y EASEM E N T 30' UTIL . ESMT 20' EX. DRNG ESMT 62 . 8 ' 56.4' 59. 4 ' 244 . 5 ' 175 . 4 ' 59. 1 ' 109. 5 ' 59.4' 5.5 ' S I D E W A L K 62. 4 ' 62.4' 24.0' 19 . 0 ' 8.0' 15. 0 ' 5.0 ' S I D E W A L K 6.0 ' S I D E W A L K 6.0' SID E W A L K 23.0'8.0 ' 26. 0 ' 17 6 . 4 ' 24. 0 ' 26.0' 5.5 ' S I D E W A L K 5.5 ' S I D E W A L K 6.0 ' S I D E W A L K 24.0 ' EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FOREBAY PROPOSED SITE DRAINAGE TO RAIN GARDEN WITH FOREBAY PROPOSED CONNECTION TO COMMUNITY TRAIL 10' COMMUNITY TRAIL 9' U T I L I T Y E A S E M E N T 10 ' B U I L D I N G S E T B A C K 5' B U I L D I N G S E T B A C K 5' B U I L D I N G S E T B A C K 5' B U I L D I N G S E T B A C K POOL AMENITY AREA (±6,014 SF) PROPOSED ROW PROPOSED PROPERTY LINE PROPERTY LINE PROPERTY LINE DOG PARK AMENITY AREA (±2,217 SF) SEATING AMENITY AREA (±2,253 SF) TRASH ENCLOSURE (TYP) 5' SIDEWALK PROPOSED BIKE RACK (TYP.) TRASH ENCLOSURE (TYP) PROPOSED FENCE NATURAL HABITAT BUFFER ZONE S0 ° 1 1 ' 1 2 " W 27 5 . 3 0 ' S1 5 ° 2 9 ' 4 0 " E 20 4 . 4 6 ' N67°4 8 ' 2 9 " E 53.71 ' S37 ° 4 4 ' 1 7 " E 120 . 2 9 ' R=730.0' L=459.2' N54 ° 4 7 ' 4 2 " W 486 . 4 6 ' S2 2 ° 1 1 ' 3 1 " E 25 8 . 4 1 ' S0 ° 0 0 ' 0 9 " W 29 5 . 8 1 ' N0 ° 0 0 ' 0 0 " E 15 7 . 1 9 ' R=313.5' L=484.8' PROPOSED ACCESS DRIVE PROPOSED ACCESS DRIVE 26' EMER. ACCESS ESMT 30' UTIL. & WATER ESMT 30' UTIL. & WATER EASEMENT 26' EMER. ACCESS ESMT 30' UTIL. & WATER ESMT 26' EMER. ACCESS ESMT 26' EMER. ACCESS ESMT 30' UTIL. & WATER ESMT 30' UTIL. ESMT 6' UTIL. ESMT 20' EMER. ACCESS ESMT 30' UTIL. & WATER ESMT 6' UTIL. ESMT 6' UTIL. ESMT 32' UTIL. & WATER EASEMENT UTIL. ESMT UTIL. ESMT UTIL. ESMT WATER ESMT WATER ESMT WATER ESMT WATER ESMT WATER ESMT WATER ESMT WATER ESMT WATER ESMT UTIL. ESMT G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP P NP E E E E E E E E E EEEEEE 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 VAN VAN T T T T T T HYD HYD HYD HYD E E E E E E E E E E E E E E E E E EE E E E E E E E 47 13.995 19.22 4.17 21.305 2.085 PFA Fire Truck Overall Length 47.000ft Overall Width 9.000ft Overall Body Height 10.461ft Min Body Ground Clearance 0.892ft Track Width 8.170ft Lock-to-lock time 4.00s Max Steering Angle (Virtual)40.00° 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 . 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 K: \ N C O _ C i v i l \ 1 9 6 3 9 5 0 0 3 _ P r o s p e c t R i d g e M u l t i f a m i l y \ C A D D \ E x h i b i t s \ 1 9 6 3 9 5 0 0 3 _ T r u c k - T u r n . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTH EXISTING EASEMENT RIGHT-OF-WAY LINE LEGEND: EXISTING PROPERTY LINE PROPOSED EASEMENT PROPOSED SAWCUT LINE PROPOSED CURB & GUTTER FI R E A C C E S S P L A N FIRE HYDRANT 300' RADIUS COVERAGE FIRE DEPARTMENT REQUIREMENTS: 1.FIRE HYDRANTS TO BE SPACED WITHIN 100 FEET FROM THE BUILDING'S FIRE DEPARTMENT CONNECTION AND THE FIRE HYDRANT IS REQUIRED WITHIN 300 FEET OF ANY PORTION OF THE BUILDING AS MEASURED ALONG THE APPROVED VEHICLE TRAVEL. THE VEHICLE MANEUVERING IDENTIFIED ON THIS PLAN WAS PREPARED USING AUTOTURN SOFTWARE AND DOES NOT NECESSARILY REPRESENT ACTUAL CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL FACTORS, THIS ANALYSIS SHOULD NOT BE USED AS THE SOLE BASIS FOR THE CLIENT'S DECISION MAKING. HYD EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT C3.0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E HYD HYD HYD HYD VAN VAN PROPERTY LINE NATURAL HABITAT BUFFER ZONE PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 SYMBOL CODE BOTANICAL NAME COMMON NAME DECIDUOUS TREES AS ACER GRANDIDENTATUM 'SCHMIDT'ROCKY MOUNTAIN GLOW® MAPLE CO CELTIS OCCIDENTALIS COMMON HACKBERRY GD GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE KP KOELREUTERIA PANICULATA GOLDEN RAIN TREE QU QUERCUS MACROCARPA `JFS-KW3`URBAN PINNACLE® OAK QS2 QUERCUS ROBUR 'FASTIGIATA'SKYROCKET® ENGLISH OAK QS QUERCUS SHUMARDII SHUMARD OAK QU2 QUERCUS UNDULATA WAVYLEAF OAK UA ULMUS X `ACCOLADE`ACCOLADE ELM EVERGREEN TREES PB PICEA PUNGENS `BAKERI`BAKER BLUE SPRUCE PF3 PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE PR PINUS REFLEXA SOUTHWESTERN WHITE PINE ORNAMENTAL TREES AT ACER TATARICUM TATARIAN MAPLE AG2 AESCULUS GLABRA ARGUTA TEXAS BUCKEYE AU2 AMELANCHIER UTAHENSIS UTAH SERVICEBERRY AG3 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE APPLE SERVICEBERRY CA CRATAEGUS AMBIGUA RUSSIAN HAWTHORN MP MALUS X `PRAIRIFIRE`PRAIRIFIRE CRABAPPLE MB MALUS X 'RED BARRON'RED BARRON CRABAPPLE DECIDUOUS SHRUBS AL AMORPHA CANESCENS LEADPLANT BM BUDDLEJA X 'MISS RUBY'MISS RUBY BUTTERFLY BUSH CF CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD CS3 CYTISUS PURGANS `SPANISH GOLD`SPANISH GOLD BROOM DC DAPHNE CNEORUM GARLAND DAPHNE DB DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE FR FORSYTHIA KOREANA KOREAN FORSYTHIA PF2 POTENTILLA FRUTICOSA 'GOLD DROP''GOLD DROP' BUSH CINQUEFOIL PM2 POTENTILLA FRUTICOSA 'MCKAY'S WHITE'MCKAY'S WHITE BUSH CINQUEFOIL PP2 POTENTILLA FRUTICOSA 'PINK BEAUTY'PINK BEAUTY BUSH CINQUEFOIL PM PRUNUS VIRGINIANA MELANOCARPA WESTERN CHOKEBERRY RT RHUS TRILOBATA SKUNKBUSH SUMAC RA RHUS TRILOBATA 'AUTUMN AMBER'GRO-LOW FRAGRANT SUMAC RL RHUS TYPHINA 'LACINIATA'CUTLEAF SMOOTH SUMAC SA SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY SM2 SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC EVERGREEN SHRUBS AU ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK CB COTONEASTER DAMMERI 'CORAL BEAUTY'CORAL BEAUTY COTONEASTER JH JUNIPERUS HORIZONTALIS 'WINDWALKER GUERNSEY'GUERNSEY CREEPING JUNIPER JB JUNIPERUS SABINA 'BUFFALO'BUFFALO JUNIPER JS JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER MR MAHONIA REPENS CREEPING MAHONIA PD PICEA PUNGENS 'ROUNDABOUT'ROUNDABOUT COLORADO SPRUCE PJ PINUS MUGO 'JAKOBSEN'JAKOBSEN MUGO PINE YF YUCCA FILAMENTOSA ADAM'S NEEDLE PLANT SCHEDULE ORNAMENTAL GRASSES BG BOUTELOUA GRACILIS BLUE GRAMA HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS MV MISCANTHUS SINENSIS 'VARIEGATUS'VARIEGATED EULALIA GRASS SL SCHIZACHYRIUM SCOPARIUM 'BLAZE'BLAZE LITTLE BLUESTEM ST2 SORGHASTRUM NUTANS 'THIN MAN'THIN MAN INDIAN GRASS PERENNIALS AC AGASTACHE CANA 'SINNING'SONORAN SUNSET HYSSOP AC2 AQUILEGIA CAERULEA ROCKY MOUNTAIN COLUMBINE AG ASTER ALPINUS 'GOLIATH'GOLIATH ALPINE ASTER CA2 CENTRANTHUS RUBER 'ALBUS'WHITE VALERIAN DY DELOSPERMA NUBIGENUM HARDY YELLOW ICE PLANT HB HEMEROCALLIS X 'LITTLE BUSINESS'LITTLE BUSINESS DAYLILY HO HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY HG HOSTA X 'GUACAMOLE'GUACAMOLE HOSTA GROUND COVERS RM 1-1/2" HORIZON RIVER ROCK MULCH BY PIONEER SAND RC2 2"-4" WASHED RIVER ROCK BY PIONEER SAND DSM COFC DETENTION SEED MIX NATIVE SEED MIX USM COFC UPLAND SEED MIX NATIVE SEED MIX FO FESTUCA OVINA SHEEP FESCUE PEA PEA GRAVEL PEA GRAVEL 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY L1.0 NORTH OV E R A L L L A N D S C A P E P L A N EIWS ECL EIWS SHEET L1.1 SHEET L1.2 SEE SHEET L2.0 FOR FULL LANDSCAPE SCHEDULE 10/29/2025 NOTES: 1.ALL TREE CANOPIES THAT OVERLAP THE EMERGENCY ACCESS EASEMENT SHALL BE LIMBED TO 14' IN HEIGHT AT MATURITY TO MAINTAIN UNOBSTRUCTED ACCESS TO EMERGENCY VEHICLES. 2.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D W W HYD HYD W W F F S S W W S W F T T T 9'-0" UTILITY EASEMENT 10'-0" DRAINAGE EASEMENT PROPERTY LINE PROPERTY LINE NATURAL HABITAT BUFFER ZONE 30'-0" UTILITY EASEMENT (1)AS (3)PF3 (2)KP (5)SA (7)JH (1)AS (3)ST2 (2)PR (3)PB (2)CA (4)RT (3)QU2 (3)SA (1)AS (3)PB (3)QU2 (2)SA (3)RT (1)AT (2)MV (8)MR (6)AU (4)RT (3)AU2 (1)JH (2)PM (2)JH (2)PM (6)AU (6)SA (3)QU2 (3)PM (2)JH (1)PM (1)JH (3)AU2 (6)RT (9)AU (2)CO (2)PR (1)QU2 (1)PF3 (1)CO (3)JH (7)ST2 (1)AG3 (1)UA (1)JH (1)KP (4)RA (6)JH (2)QS (6)JH (2)RA (6)AL (3)PF2 (1)GD (2)CO (1)AG2 (3)PF2 (5)SL (3)JH (8)PF2 (3)QS2 (1)AS (5)JH (2)GD (1)AS (4)JB (1)PF3 (1)DB (3)HG (4)DC (2)FR (1)DB (1)HG (1)DB (2)DC (1)FR (5)JB (1)MP (5)MR (2)QU (3)CB (4)PJ (1)DB (6)PJ (2)GD (1)QS2 (7)PJ (1)QS2 (2)UA (1)GD (4)PD (2)UA (1)MR (1)MR (1)MR (6)HO (1)DB (4)PD (6)HO (1)MR (1)MR (3)AL (1)JH PROPERTY LINE PR O S P E C T R I D G E D R I V E PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 (1)AS (3)PP2 (2)AG3 (1)JH (15)AG (15)AG (2)JH (2)MR (8)AC2 (5)PJ (6)MR (8)PP2 (7)PP2 (1)MP (3)RA (5)AL (13)ST2 (6)JB (8)AU (1)AS (8)HO (14)HG (2)DB (3)CB (2)MR (1)FR (5)HG (6)MV (2)DB (14) (4)PP2 (8)AU (5)ST2 (5)PP2 (6)ST2 (1)JH (2)PP2 (3)ST2 (5)PJ (3)PJ (3)ST2 (2)JH (2)PP2 (3)PJ (7)HB (5)MR (1)DB (2)CB (3)AC (4)PJ (1)DB (3)MR (4)CB (5)PJ (3)JH (2)JB (14)HB (4)PM2 (2)CS3 (1)SM2 (3)HO (2)HO (6)PJ (2)CS3 (4)PM2 (5)HO (2)HO (1)SM2 (4)PM2 (2)CS3 (6)PJ (2)HO (1)SM2 (2)HO (1)SM2 (1)CS3 (3)CA2 (2)PJ (3)AC2 (6)AL (21)SL (3)RA (5)JH (6)PF2 (8)AL (5)RA (3)JH (8)PF2 (13)PJ (9)PF2 (13)SL (3)RA (11)AL (3)ST2 (2)JB (6)AC2 (1)DB (8)HB (3)PD (1)SM2 (3)SM2 (6)AC (3)DB (4)ST2 (2)AC (5)AC (2)CS3 (6)CA2 (1)SM2 (3)HO (5)HO (1)SM2 (10)AL (6)SL (6)PF2 (3)JH (10)AL (7)ST2 (3)PF2 (3)AL (2)JH (1)MR (1)MR (1)MR (1)MR (1)MR (2)MR (3)MR (4)DC (3)SA (6)MR (4)FR (3)PD (6)HO (1)DB (4)DC (6)HG(1)DB (2)PP2 (3)ST2 (3)SA (8)AC2 (5)PJ (4)MR (7)DB (3)PD (5)HO (13)AG (4)MR (15)AC2 (6)HG (11)HG (3)CB (17)AC2 (6)DB (4)MR (13)AG (13)AG (4)MR (23)AC2 (8)DB (12)HG (4)CB (3)HG (8)AC2 (4)DB (4)MR (13)AG (3)HO (3)MR (2)DB (2)JB (3)ST2 (2)JB (7)PD (3)HO (6)MV (1)QS2 (5)MR (2)MR (1)MB (1)MR (1)JS (2)MR (1)JS (2)MR (1)MB (1)MR (1)JS (2)MR (1)MB (1)MR (1)JS (1)JS (1)MR (1)JS (5)MV (1)QS2 (6)MR (1)MB (2)MR (6)AL (6)PF2 (1)MR (1)JS (1)JS (1)MR (1)JS (2)MR (1)MB (1)MR (2)MR (1)MB (2)MR (1)JS (2)MR (1)JS (2)MR (1)MB (5)MV (1)QS2 (3)MR (1)JS (2)MR (2)MR (1)MB (1)JS (2)MR (1)QS2 (4)MV (1)JS (2)MR (1)MB (5)MR (2)MR (1)MB (1)JS (2)MR (1)JS (2)MR (2)MR (1)MB (2)MR (1)JS (5)MR (1)MR (1)JS (2)MR (1)JS (2)MR (1)JS (2)MR (1)JS (2)MR (2)MR (1)JS (2)MR (1)JS (2)MR (1)JS (1)AG2 (3)AL (3)MR (2)MV REF. SHEET H1.1 FOR HARDSCAPE INFORMATION (6)MR (10)AG (2)CF (10)AG (2)AT (8)MR REF.SHEET H1.2 FOR HARDSCAPE INFORMATION (1)MP (1)MP GROUND COVERS RM 1-1/2" HORIZON RIVER ROCK MULCH BY PIONEER SAND RC2 2"-4" WASHED RIVER ROCK BY PIONEER SAND DSM COFC DETENTION SEED MIX NATIVE SEED MIX USM COFC UPLAND SEED MIX NATIVE SEED MIX FO FESTUCA OVINA SHEEP FESCUE PEA PEA GRAVEL PEA GRAVEL T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTH LA N D S C A P E P L A N - N O R T H EIWS ECL EIWS SHEET L1.2 SHEET L1.1 10/29/2025 SEE SHEET L2.0 FOR FULL LANDSCAPE SCHEDULE NOTES: 1.ALL TREE CANOPIES THAT OVERLAP THE EMERGENCY ACCESS EASEMENT SHALL BE LIMBED TO 14' IN HEIGHT AT MATURITY TO MAINTAIN UNOBSTRUCTED ACCESS TO EMERGENCY VEHICLES. 2.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. MATCHLINE; SEE SHEET L1.2 L1.1 SS SS SS SS SS SS SS SS SS SS 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 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP HYD HYD HYD W W W F F F S S S W W W S W F VAN VAN T T T PROPERTY LINE PROPERTY LINE 5'-0 " D R A I N A G E EAS E M E N T PROPERTY LINE PROPERTY LINE (1)AC (4)MR (2)AC2 (2)QU (1)DB (6)PJ (4)PJ (2)JB (2)UA (1)GD (4)PD (1)MR (1)MR (1)MR (6)HO (1)DB (4)PD (6)HO (1)MR (1)MR (1)AG2 (3)UA (3)AL (1)GD (4)JH (5)PD (4)BG (6)CF (4)BM (3)CF (4)BG (8)HO (1)BM (8)HB (2)AG3 (1)QS2 (2)AL (5)MR (9)MR (5)MR (2)FR (3)CB (3)JB (5)MR (2)DB (5)HG (3)MR (1)FR (7)DC (5)SA (2)AS (4)MR (1)FR (2)DB (7)HG (1)DB (2)HG (4)JB (8)HB (1)AG3 (3)PF3 (3)CA (1)AG3 (1)KP (1)KP (5)JH (3)RL (5)PP2 (1)PB (1)PF3 (4)PD (2)PR (1)PB (2)RL (2)JH (1)QU (2)PM (2)CO (1)QU (1)QU (6)ST2 (1)PF3 (3)JH (2)PR (2)PB (3)PF3 (1)JH (1)CO (5)PF2 (3)ST2 (3)PB (2)PM PR O S P E C T R I D G E D R I V E TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 4 (7)JB (3)YF (3)AL (5)ST2 (3)PF2 (6)AC (3)BG (2)JH (10)AG (8)AG (4)AC (3)KP (4)BM (9)HO (3)MV (7)HO (7)ST2 (6)AC (8)AC2 (5)HS (7)CA2 (1)DB (4)AC2 (6)MV (3)SM2 (2)JH (5)SL (8)AG (1)QS (2)JH (1)AG2 (6)JH (6)PP2 (3)AT (8)PM2 (1)QS (6)PD (1)JH (7)AG (2)MR (8)AC2 (5)PJ (6)MR (1)CA (3)BG (3)JH (6)PJ (7)SL (5)ST2 (8)HO (14)HG (2)DB (3)CB (2)MR (1)FR (5)HG (6)MV (2)DB (12)HB (5)ST2 (3)QS (4)MV (4)AC (3)BG (3)CA2 (8)HO (7)ST2 (2)YF (14)HO (8)DY (4)ST2 (2)AC (5)AC (2)CS3 (6)CA2 (1)SM2 (3)HO (5)HO (1)SM2 (6)PJ (5)CB (3)SL (1)CS3 (7)PM2 (9)AC (1)CS3 (3)SL (1)SM2 (4)HO (3)HO (1)CS3 (5)PM2 (1)CS3 (5)AC (3)SM2 (6)MR (2)PJ (8)AC2 (2)JH (3)MR (4)DC (3)SA (6)MR (4)FR (3)PD (6)HO (1)DB (4)DC (6)HG (1)DB (3)DC (1)DB (3)HO (5)PD (9)ST2 (7)HO (3)PM2 (4)PD (2)CF (10)MR (6)CF (3)PD (2)PM2 (2)ST2 (6)HO (1)BM (4)PD (2)CF (3)AL (6)AL (4)RA (11)SL (3)PP2 (2)JH (5)HG (3)DB (3)HG (2)DB (4)HG (1)MR (1)MR (1)MR (1)MR (2)JH (3)AL (3)JH (3)ST2 (2)FR (2)PP2 (3)ST2 (4)PF2 (4)AL (3)ST2 (1)JH (2)SM2 (2)CS3 (4)PM2 (3)PJ (2)SM2 (4)HO (1)SM2 (3)HO (2)SL (5)HO (3)AC2 (5)SL (6)HB (1)SM2 (6)PJ (2)CS3 (4)PM2 (4)CB (10)MR (13)AG (5)AC2 (3)AG (4)ST2 (6)AC (5)SL (7)HB (2)SM2 (3)AG (5)CA2 (1)JH (3)MV (4)AC (3)HS (3)DY (5)AC2 (4)DY (4)AC (4)HO (11)SL (7)PJ (4)PM2 (3)CS3 (2)SM2 (2)SM2 (6)AC (2)CS3 (1)SM2 (6)PJ (7)BG (2)RA (3)JH (3)SM2 (4)CA2 (13)MV (4)BG (8)AC (3)AC2 (2)DB (14)AG (5)AC2 (3)DB (4)HG (2)JS (5)MR (1)JS (2)MR (1)JS (2)MR (1)JS (2)MR (1)JS (2)MR (2)MR (1)JS (2)MR (1)JS (2)MR (1)JS (1)AG2 (3)AL (3)MR (2)MV (17)AG (4)AU (3)JH (1)JS (4)MR (1)JS (3)MR (1)MR (1)JS (2)MR (1)MB (1)MR (1)JS (1)MB (2)MR (1)MR (1)JS (2)MR (1)MB (1)MR (1)JS (13)ST2 (4)JH (7)MR (5)MR (8)MV (1)QS2 (1)AT (1)JS (7)MR (8)MV (1)QS2 (1)JS (1)MR (1)MB (2)MR (1)MR (1)JS (1)MB (2)MR (1)JS (1)MR (1)MR (1)JS (1)QS2 (6)MR (10)AG REF.SHEET H1.2 FOR HARDSCAPE INFORMATION (7)AC2 REF.SHEET H1.2 FOR HARDSCAPE INFORMATION REF.SHEET H1.3 FOR HARDSCAPE INFORMATION GROUND COVERS RM 1-1/2" HORIZON RIVER ROCK MULCH BY PIONEER SAND RC2 2"-4" WASHED RIVER ROCK BY PIONEER SAND DSM COFC DETENTION SEED MIX NATIVE SEED MIX USM COFC UPLAND SEED MIX NATIVE SEED MIX FO FESTUCA OVINA SHEEP FESCUE PEA PEA GRAVEL PEA GRAVEL T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTHNORTH LA N D S C A P E P L A N - S O U T H EIWS ECL EIWS 10/29/2025 SEE SHEET L2.0 FOR FULL LANDSCAPE SCHEDULE NOTES: 1.ALL TREE CANOPIES THAT OVERLAP THE EMERGENCY ACCESS EASEMENT SHALL BE LIMBED TO 14' IN HEIGHT AT MATURITY TO MAINTAIN UNOBSTRUCTED ACCESS TO EMERGENCY VEHICLES. 2.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. MATCHLINE; SEE SHEET L1.1 SHEET L1.2 SHEET L1.1 L1.2 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL PLANTING SIZE DECIDUOUS TREES AS 9 ACER GRANDIDENTATUM 'SCHMIDT'ROCKY MOUNTAIN GLOW® MAPLE B & B 2" CAL MIN 12`-14` HT MIN CO 8 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2" CAL MIN 12`-14` HT MIN GD 7 GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2" CAL MIN 12`-14` HT MIN KP 8 KOELREUTERIA PANICULATA GOLDEN RAIN TREE B & B 2" CAL MIN 12`-14` HT MIN QU 5 QUERCUS MACROCARPA `JFS-KW3`URBAN PINNACLE® OAK B & B 2" CAL MIN 12`-14` HT MIN QS2 13 QUERCUS ROBUR 'FASTIGIATA'SKYROCKET® ENGLISH OAK B & B 2" CAL MIN 12`-14` HT MIN QS 7 QUERCUS SHUMARDII SHUMARD OAK B & B 2" CAL MIN 12`-14` HT MIN QU2 10 QUERCUS UNDULATA WAVYLEAF OAK B & B 2" CAL MIN 12`-14` HT MIN UA 6 ULMUS X `ACCOLADE`ACCOLADE ELM B & B 2" CAL MIN 12`-14` HT MIN EVERGREEN TREES PB 13 PICEA PUNGENS `BAKERI`BAKER BLUE SPRUCE B & B 6` HT MIN PF3 13 PINUS FLEXILIS `VANDERWOLF`S PYRAMID`VANDERWOLF`S PYRAMID PINE B & B 6` HT MIN PR 8 PINUS REFLEXA SOUTHWESTERN WHITE PINE B & B 6` HT MIN ORNAMENTAL TREES AT 7 ACER TATARICUM TATARIAN MAPLE B & B 1.5" CAL MIN 8` - 10` HT. MIN. AG2 4 AESCULUS GLABRA ARGUTA TEXAS BUCKEYE B & B 1.5" CAL MIN 8` - 10` HT. MIN. AU2 6 AMELANCHIER UTAHENSIS UTAH SERVICEBERRY B & B 1.5" CAL MIN 8` - 10` HT. MIN. AG3 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE APPLE SERVICEBERRY B & B 1.5" CAL MIN 8` - 10` HT. MIN. CA 6 CRATAEGUS AMBIGUA RUSSIAN HAWTHORN B & B 1.5" CAL MIN 8` - 10` HT. MIN. MP 4 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRABAPPLE B & B 1.5" CAL MIN 8` - 10` HT. MIN. MB 16 MALUS X 'RED BARRON'RED BARRON CRABAPPLE B & B 1.5" CAL MIN 8` - 10` HT. MIN. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DECIDUOUS SHRUBS AL 92 AMORPHA CANESCENS LEADPLANT 5 GAL SEE PLAN 18" FULL BM 10 BUDDLEJA X 'MISS RUBY'MISS RUBY BUTTERFLY BUSH 5 GAL SEE PLAN 18" FULL CF 21 CORNUS SERICEA 'FARROW'ARCTIC FIRE® RED TWIG DOGWOOD 5 GAL SEE PLAN 18" FULL CS3 22 CYTISUS PURGANS `SPANISH GOLD`SPANISH GOLD BROOM 5 GAL SEE PLAN 24" FULL DC 24 DAPHNE CNEORUM GARLAND DAPHNE 5 GAL SEE PLAN 12" FULL DB 61 DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE 5 GAL SEE PLAN 18" FULL FR 14 FORSYTHIA KOREANA KOREAN FORSYTHIA 5 GAL SEE PLAN 24" FULL PF2 64 POTENTILLA FRUTICOSA 'GOLD DROP''GOLD DROP' BUSH CINQUEFOIL 5 GAL SEE PLAN 18" FULL PM2 49 POTENTILLA FRUTICOSA 'MCKAY'S WHITE'MCKAY'S WHITE BUSH CINQUEFOIL 5 GAL SEE PLAN 18" FULL PP2 49 POTENTILLA FRUTICOSA 'PINK BEAUTY'PINK BEAUTY BUSH CINQUEFOIL 5 GAL SEE PLAN 18" FULL PM 12 PRUNUS VIRGINIANA MELANOCARPA WESTERN CHOKEBERRY 5 GAL SEE PLAN 30" FULL RT 17 RHUS TRILOBATA SKUNKBUSH SUMAC 5 GAL SEE PLAN 30" FULL RA 26 RHUS TRILOBATA 'AUTUMN AMBER'GRO-LOW FRAGRANT SUMAC 5 GAL SEE PLAN 12" FULL RL 5 RHUS TYPHINA 'LACINIATA'CUTLEAF SMOOTH SUMAC 5 GAL SEE PLAN 48" HT MIN SA 27 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 5 GAL SEE PLAN 24" FULL SM2 33 SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC 5 GAL SEE PLAN 24" FULL EVERGREEN SHRUBS AU 41 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 5 GAL SEE PLAN 24" SPRD. MIN. CB 28 COTONEASTER DAMMERI 'CORAL BEAUTY'CORAL BEAUTY COTONEASTER 5 GAL SEE PLAN 18" FULL JH 108 JUNIPERUS HORIZONTALIS 'WINDWALKER GUERNSEY'GUERNSEY CREEPING JUNIPER 5 GAL SEE PLAN 18" SPRD. JB 37 JUNIPERUS SABINA 'BUFFALO'BUFFALO JUNIPER 5 GAL SEE PLAN 24" FULL JS 37 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER 5 GAL SEE PLAN 24" SPRD. MIN. MR 286 MAHONIA REPENS CREEPING MAHONIA 5 GAL SEE PLAN 12" FULL PD 55 PICEA PUNGENS 'ROUNDABOUT'ROUNDABOUT COLORADO SPRUCE 5 GAL SEE PLAN 18" FULL PJ 106 PINUS MUGO 'JAKOBSEN'JAKOBSEN MUGO PINE 5 GAL SEE PLAN 18" FULL YF 5 YUCCA FILAMENTOSA ADAM'S NEEDLE 5 GAL SEE PLAN 12" FULL ORNAMENTAL GRASSES BG 28 BOUTELOUA GRACILIS BLUE GRAMA 1 GAL SEE PLAN 12" FULL HS 8 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL SEE PLAN 12" FULL MV 73 MISCANTHUS SINENSIS 'VARIEGATUS'VARIEGATED EULALIA GRASS 1 GAL SEE PLAN 18" FULL SL 97 SCHIZACHYRIUM SCOPARIUM 'BLAZE'BLAZE LITTLE BLUESTEM 1 GAL SEE PLAN 12" FULL ST2 135 SORGHASTRUM NUTANS 'THIN MAN'THIN MAN INDIAN GRASS 1 GAL SEE PLAN 18" FULL PERENNIALS AC 78 AGASTACHE CANA 'SINNING'SONORAN SUNSET HYSSOP 1 GAL SEE PLAN 6" FULL AC2 129 AQUILEGIA CAERULEA ROCKY MOUNTAIN COLUMBINE 1 GAL SEE PLAN 12" FULL AG 188 ASTER ALPINUS 'GOLIATH'GOLIATH ALPINE ASTER 1 GAL SEE PLAN 12" FULL CA2 28 CENTRANTHUS RUBER 'ALBUS'WHITE VALERIAN 1 GAL SEE PLAN 12" FULL DY 15 DELOSPERMA NUBIGENUM HARDY YELLOW ICE PLANT 1 GAL SEE PLAN 12" SPRD MIN. HB 70 HEMEROCALLIS X 'LITTLE BUSINESS'LITTLE BUSINESS DAYLILY 1 GAL SEE PLAN 12" FULL HO 146 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY 1 GAL SEE PLAN 12" FULL HG 91 HOSTA X 'GUACAMOLE'GUACAMOLE HOSTA 1 GAL SEE PLAN 6" FULL SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING HZ SPACING GROUND COVERS RM 44,817 SF 1-1/2" HORIZON RIVER ROCK MULCH BY PIONEER SAND - RC2 274 SF 2"-4" WASHED RIVER ROCK BY PIONEER SAND - DSM 1,750 SF COFC DETENTION SEED MIX NATIVE SEED MIX SEED USM 6,527 SF COFC UPLAND SEED MIX NATIVE SEED MIX SEED FO 8,560 SF FESTUCA OVINA SHEEP FESCUE SEED L PEA 2,334 SF PEA GRAVEL PEA GRAVEL ROCK PLANT SCHEDULE L HZ L L L L L L L L M L L M L L M L M L M M L M L M L L L L L L L L L L M L L L M L L M L L L M L L L L M VL VL L L M L L 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY LA N D S C A P E S C H E D U L E EIWS ECL EIWS FORT COLLINS, CO LANDSCAPE CODE TABLE 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 1-2" RIVER ROCK MULCH WITH STEEL EDGER. 5.CONTRACTOR TO MODIFY EXISTING IRRIGATION SYSTEM AS NECESSARY TO PROVIDE 100% COVERAGE TO ALL NEW PLANT MATERIAL. ALL TREES AND SHRUBS TO RECEIVE DRIP IRRIGATION. 10/29/2025 NOTES: 1.ALL TREE CANOPIES THAT OVERLAP THE EMERGENCY ACCESS EASEMENT SHALL BE LIMBED TO 14' IN HEIGHT AT MATURITY TO MAINTAIN UNOBSTRUCTED ACCESS TO EMERGENCY VEHICLES. 2.THE NATURAL HABITAT BUFFER ZONE AS RECOGNIZED BY THE OVERALL DEVELOPMENT PLAN FOR RUDOLPH FARMS INFRASTRUCTURE PROJECT IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 5.6 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. L2.0 COFC NATIVE SEED MIX: WILDFLOWERS: COREOPSIS TINCTORIA PLAINS COREOPSIS 0.17 LBS/PLS/ACRE DALEA CANDIDA WHITE PRAIRIE CLOVER 0.65 LBS/PLS/ACRE DALEA PURPUREA PURPLE PRAIRIE CLOVER 0.81 LBS/PLS/ACRE GAILLARDIA ARISTATA INDIAN BLANKETFLOWER 1.85 LBS/PLS/ACRE RATIBIDA COLUMNIFERA MEXICAN HAT 0.2 LBS/PLS/ACRE GRASSES ACHNATHERUM HYMENOIDES INDIAN RICEGRASS 1.13 LBS/PLS/ACRE BOUTELOUA CURTIPENDULA SIDEOATS GRAMA 1.15 LBS/PLS/ACRE BOUTELOUA DACTYLOIDES BUFFALOGRASS 3.27 LBS/PLS/ACRE BOUTELOUA GRACILIS BLUE GRAMA 0.25 LBS/PLS/ACRE DISTICHLIS STRICTA INLAND SALTGRASS 0.35 LBS/PLS/ACRE ELYMUS ELMOIDES BOTTLEBRUSH SQUIRRELTAIL 0.95 LBS/PLS/ACRE ELYMUS LANCEOLATUS STREAMBANK WHEATGRASS 1.36 LBS/PLS/ACRE KOELERIA MACRANTHA PRAIRIE JUNEGRASS 0.08 LBS/PLS/ACRE PASCOPYRUM SMITHII WESTERN WHEATGRASS 1.61 LBS/PLS/ACRE SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 0.7 LBS/PLS/ACRE TOTAL 14.54 LBS/PLS/ACRE ACCEPTABLE SUBSTITUTES WILDFLOWERS LINUM LEWISII BLUE FLAX 0.83 LBS/PLS/ACRE RUDBECKIA HIRTA BLACK-EYED SUSAN 0.14 LBS/PLS/ACRE MACHAERANTHRA TANACETIFOLIA PRAIRIE ASTER 0.49 LBS/PLS/ACRE GRASSES DESCHAMPSIA CAESPITOSA SALT AND PEPPER GRASS 0.07 LBS/PLS/ACRE VULPIA OCTOFLORA SIX WEEKS FESCUE 0.19 LBS/PLS/ACRE ELYMUS TRACHYCAULUS SLENDER WHEATGRASS 1.36 LBS/PLS/ACRE COFC UPLAND SEED MIX: WILDFLOWERS: COREOPSIS TINCTORIA PLAINS COREOPSIS 0.17 LBS/PLS/ACRE DALEA PURPUREA PURPLE PRAIRIE CLOVER 0.81 LBS/PLS/ACRE GAILLARDIA ARISTATA INDIAN BLANKETFLOWER 1.85 LBS/PLS/ACRE PENSTEMON STRICTUS ROCKY MOUNTAIN PENSTEMON 0.35 LBS/PLS/ACRE RATIBIDA COLUMNIFERA MEXICAN HAT 0.2 LBS/PLS/ACRE GRASSES ACHNATHERUM HYMENOIDES INDIAN RICEGRASS 1.13 LBS/PLS/ACRE BOUTELOUA CURTIPENDULA SIDEOATS GRAMA 1.15 LBS/PLS/ACRE BOUTELOUA DACTYLOIDES BUFFALOGRASS 3.27 LBS/PLS/ACRE BOUTELOUA GRACILIS BLUE GRAMA 0.25 LBS/PLS/ACRE ELYMUS ELMOIDES BOTTLEBRUSH SQUIRRELTAIL 0.95 LBS/PLS/ACRE KOELERIA MACRANTHA PRAIRIE JUNEGRASS 0.08 LBS/PLS/ACRE NASSELLA VIRIDULA GREEN NEEDLEGRASS 1.01 LBS/PLS/ACRE PANICUM VIRGATUM SWITCHGRASS 0.71 LBS/PLS/ACRE PASCOPYRUM SMITHII WESTERN WHEATGRASS 1.61 LBS/PLS/ACRE SPOROBOLUS CRYPTANDRUS SAND DROPSEED 0.04 LBS/PLS/ACRE TOTAL 13.58 LBS/PLS/ACRE ACCEPTABLE SUBSTITUTES WILDFLOWERS ARTEMISIA FRIGIDA FRINGED SAGE 0.03 LBS/PLS/ACRE LINUM LEWISII BLUE FLAX 0.41 LBS/PLS/ACRE MACHAERANTHRA TANACETIFOLIA PRAIRIE ASTER 0.25 LBS/PLS/ACRE GRASSES ELYMUS CANADENSIS CANADA WILDRYE 1.59 LBS/PLS/ACRE DISTICHLIS STRICTA INLAND SALTGRASS 0.35 LBS/PLS/ACRE MUHLENBERGIA MONTANA MOUNTAIN MUHLY 0.11 LBS/PLS/ACRE 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY LA N D S C A P E N O T E S EIWS ECL EIWS 10/29/2025 L2.1 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. 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. 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 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. 4.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. A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) THAT MAY BE REQUIRED FOR THE PROJECT. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF FOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT SCHEDULE SHOWN ON DRAWINGS AND COMPLYING WITH ANSI Z60.1 AND THE COLORADO NURSERY ACT; AND WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. b.TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. c.NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT LANDSCAPE ARCHITECT. ANY ROW TREES MUST BE APPROVED BY OFFICE OF THE CITY FORESTER. d.PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH ANSI Z60.1 AND COLORADO NURSERY ACT FOR TYPES AND FORM OF PLANTS REQUIRED. PLANTS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO PROJECT LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. e.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. f.TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK ("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 3 4 INCH (19 MM) IN DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED. g.FURNISH TREES AND SHRUBS WITH ROOTS BALLS MEASURED FROM TOP OF ROOT BALL, WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1 AND COLORADO NURSERY ACT. ROOT FLARE SHALL BE VISIBLE BEFORE PLANTING. h.LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. INCLUDE NOMENCLATURE FOR HYBRID, VARIETY, OR CULTIVAR, IF APPLICABLE FOR THE PLANT AS SHOWN ON DRAWINGS. i.IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO ASSURE SYMMETRY IN PLANTING. E.SOIL MIXTURE 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND 8.0, AND SOLUBLE SALTS LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR APPROVAL. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 3.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER 1.CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS. UNLESS OTHERWISE NOTED ON PLANS, MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH DARK BROWN FINES BY MOUNTAIN HIGH SAVATREE OR APPROVED EQUAL. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. MULCH SHALL BE PROVIDED OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6' MINIMUM) PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY EXISTING LANDSCAPE AREAS AS SHOWN ON PLANS. I.DIGGING AND HANDLING 1.ALL TREES SPECIFIED SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 2.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 3.B&B, AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. K.MATERIALS LIST 1.QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE PLANS SHALL GOVERN. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. L.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. M.PLANTING PROCEDURES 1.THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, BUILDING MATERIALS, AND TOXIC MATERIAL SHALL BE COMPLETELY REMOVED FROM PLANTING AREAS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS IN PLANTING AREAS WHICH WILL ADVERSELY AFFECT THE PLANT GROWTH, THE CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL COLORADO (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE SHALL BE EXERCISED. 6.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING OPENINGS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH ANSI Z60.1-2014 AMERICAN STANDARD FOR NURSERY STOCK. 8.TEST ALL TREE OPENINGS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. 9.TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMEN. 10.PRIOR TO EXCAVATION OF TREE OPENINGS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. 11.EXCAVATION OF TREE OPENINGS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. 12.IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOT BALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". 13.TREE OPENINGS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE OPENING SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. 14.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 15.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 'E'. 16.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 17.AMEND PINE AND OAK PLANT OPENINGS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT OPENINGS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 18.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. 19.ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 20.TREES SHALL BE PRUNED, IN ACCORDANCE WITH ANSI A-300, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST. 21.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOWN ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 22.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 23.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S RECOMMENDATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) N.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK, INCLUDING REGRADING IF NECESSARY. b.CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. O.EDGING a.CONTRACTOR SHALL INSTALL 4"X1 8" ROLLED TOP STEEL EDGING BETWEEN ALL SOD/SEED AREAS AND PLANTING BEDS. P.CLEANUP 1.UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM CONTRACTORS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. Q.PLANT MATERIAL MAINTENANCE 1.ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, PRUNING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. R.FINAL INSPECTION AND ACCEPTANCE OF WORK 1.FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. S.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. GENERAL LANDSCAPE SPECIFICATIONS NATIVE SEED NOTES: 1.THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE NOVEMBER THROUGH EARLY MAY. 2.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH LOOSENING AND ADDITION OF AMENDMENTS THAT PROMOTE WATER ABSORPTION AND RELEASE. REMOVE LARGE ROCKS, DEBRIS, OR LARGE CLUMPS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS. 3.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 4.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 5.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH. IF BROADCAST SEEDING INSTEAD OF DRILL SEEDING DOUBLE SPECIFIED APPLICATION RATE AND RAKE IN SEEDS TO ENSURE SEED TO SOIL CONTACT. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 6.IT IS RECOMMENDED TO PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 7.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, HYDROMULCH, OR OTHER APPROPRIATE METHODS. PLASTIC_BASED EROSION CONTROL MATERIALS (I.E., PLASTIC_WELDED BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS PERMISSION FROM THE ENVIRONMENTAL PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE WILDLIFE ENTRAPMENT IF HYDROMULCH IS USED, DO NOT MIX SEED IN WITH HYDROMUCLH BUT APPLY IN TWO STAGES: DRILL SEED FIRST, THEN HYDROMULCH OVER SEEDED AREA. 8.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS GERMINATED THEN WEEN THE SEED FROM IRRIGATION. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD_TO_HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED. 9.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 10.THE APPROVED NATIVE SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. DO NOT MOW DURING HOT, DRY PERIODS. DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH. 11.NATIVE SEED AREAS OUTSIDE OF THE NHBZ WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH LESS THAN TEN PERCENT OF COVER CONSISTING OF NOXIOUS WEEDS, NO BARE SPOTS LARGER THAN ONE FOOT SQUARE, AND/OR UNTIL DEEMED ESTABLISHED BY EROSION CONTROL. NHBZ_SPECIFIC REVEGETATION SUCCESS CRITERIA TO BE CONSIDERED ESTABLISHED INCLUDE MEETING THE REFERENCE AREA COVER STANDARD, LESS THAN FIVE PERCENT NOXIOUS WEEDS, EIGHTY PERCENT SURVIVAL OF WOODY SPECIES, NO SIGNIFICANT BARE SPOTS, AND/OR DEEMED ACCEPTABLE BY ENVIRONMENTAL PLANNING. 12.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - L A N D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY LA N D S C A P E D E T A I L S EIWS ECL EIWS TREE PLANTING - STAKING SECTION / PLAN SECTION 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 UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. D.INSTALL PRE-EMERGENT HERBICIDE PRIOR TO PLANT INSTALLATION. 1 2 4 3 6 7 8 9 10 11 5 3X ROOTBALL WIDTH MIN. 6" 12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 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. 3 4" HIGH BERM, FIRMLY COMPACTED.4 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 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 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. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 NTSL2.2 1 TREE PLANTING ON A SLOPE - STAKING SECTION / PLAN NTS PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM 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 UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 2 4 6 12 1 7 3 8 9 10 5 11 2X ROOTBALL WIDTH MIN. 6" TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANT OPENING.1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 4" HIGH BERM, FIRMLY COMPACTED NATIVE SOIL.3 3" MINIMUM OF 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 5 6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE.7 PREPARED PLANTING SOIL AS SPECIFIED.8 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. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANT OPENING.11 CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 12 8' x 2" TREATED LODGE POLE PINE TREE STAKES OR 8' STEEL T-POSTS, THREE (3) 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. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. L2.2 2 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 1 3 4 10 'X' 5 8 9 6 7 6 7 8 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF ROOTBALLS TO BE PLANTED AT GRADE OR SLIGHTLY ABOVE SURROUNDING SOIL. 2" DIA. CLEAR OF MULCH AT TRUNK FLARE. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 4" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FOR CONDITIONS WITH FINISHED GRADE OF 4:1 MAX SLOPE ON ALL SIDES (SEE GRADING PLAN). 5 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. 6 SCARIFY PLANT OPENING SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 L2.2 3 EXISTING GRADE (DASHED) NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANT OPENINGS 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 OWNERS REPRESENTATIVE. D.PRE-EMERGENT HERBICIDE TO BE APPLIED PRIOR TO PLANT INSTALLATION. 12 3 4 5 6 7 8 9 4" T Y P . 2X ROOT BALL WIDTH MINIMUM SHRUB/GROUNDCOVER PLANTING ON A SLOPE SECTION NTS TOP OF ROOTBALLS TO BE PLANTED AT GRADE OR SLIGHTLY ABOVE SURROUNDING SOIL. 2" DIA. CLEAR OF MULCH AT TRUNK FLARE. 1 PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 2 4" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. 3 SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 4 FINISHED GRADE (SEE GRADING PLAN) 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7 FERTILIZER TABLETS (MAX 3" DEEP). 8 UNDISTURBED NATIVE SOIL9 L2.2 4 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. WIDTH VARIES - SEE PLANS SEE NOTE 1 2 3 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION NTS CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1 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 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3 L2.2 5 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION NTS 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. 1 CURB / PARKING LOT EDGE.2 L2.2 6 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.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH L2.2 7 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 1 2 3 SHRUB PLANTING AT FIRE HYDRANT SECTION / PLAN NTS PLAN SECTION FIRE HYDRANT.1 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. 2 FRONT OF HYDRANT (TOWARD CURB) 3 L2.2 8 METAL EDGER AT PLANTING BED 1" = 1" 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 196-395-003-21 9 L2.2 10/29/2025 L2.2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E HYD HYD HYD HYD VAN VAN PROPERTY LINE NATURAL HABITAT BUFFER ZONE PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 MODERATE 9,778 SF 14 GAL / SF / YEAR 136,892 GAL / YEAR LOW 42931 SF 8 GAL / SF / YEAR 343,448 GAL / YEAR VERY LOW 8,467 SF 3 GAL / SF / YEAR 25,401 GAL / YEAR SYMBOL HYDROZONE QTY WATER CONSUMPTION TOTAL WATER CONSUMPTION HYDROZONE SCHEDULE TOTAL 61,176 SF 505,741 GAL / YEAR AVERAGE WATER CONSUMPTION 8.27 GAL / SF / YEAR 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H Y D R O Z O N E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY HZ1.0 NORTH HY D R O Z O N E P L A N EIWS ECL EIWS 10/29/2025 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E HYD HYD HYD HYD VAN VAN (2)UA PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 CODE DESCRIPTION NOTE AMENITY OUTDOOR GRILL AND COUNTERTOP BY ARTISAN OUTDOOR KITCHENS CODE DESCRIPTION COLOR SIZE COMPANY FENCE MONTAGE GENESIS COMMERCIAL FENCE BLACK 6' HT.AMERISTAR MONTAGE GENESIS COMMERCIAL FENCE GATE BLACK 6'AMERISTAR ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL BLACK 4'AMERISTAR ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL GATE BLACK 4'AMERISTAR CODE DESCRIPTION COLOR MODEL MANUFACTURER SIZE SITE FURNISHING 48" ROUND FIRE PIT CREATIVE LIVING 48" DIA. AMERICANA CHAIR SUNSET ORANGE SINGLE LOUNGE CHAIR LANDSCAPE FORMS COCHRANE CHAISE LOUNGE WHITE POWDERCOAT, WHITE PHIFERTEX LANDSCAPE FORMS CATENA TABLE FOG POWDERCOAT LANDSCAPE FORMS 36" ROUND STRETCH UMBRELLA FOG POWDERCOAT LANDSCAPE FORMS 78" HARVEST SIDE TABLE SUNSET ORANGE SIDE TABLE LANDSCAPE FORMS 40" DIA. COCHRANE LOUNGE CHAIR WHITE POWDERCOAT, WHITE PHIFERTEX LANDSCAPE FORMS EMERSON BIKE RACK OBSIDIAN POWDERCOAT LANDSCAPE FORMS PARC CENTRE TABLE FOG POWDERCOAT LANDSCAPE FORMS 24" ROUND TRAVERSE CHAIR FOG POWDERCOAT WITH ARMS LANDSCAPE FORMS GLIDE BENCH SUNSET ORANGE WITH ARMS LANDSCAPE FORMS COLLECT LITTER OBSIDIAN POWDERCOAT SIDE OPENING LANDSCAPE FORMS DOG WASTE STATION GREEN BARK PARK TREE BENCH WITH BACK CEDAR AND BLACK TREETOP PRODUCTS CODE DESCRIPTION SHADE STRUCTURES 12' X 30' TRELLIS BY POLIGON A-101 F-101 F-102 F-103 F-104 SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SF-108 SF-109 SF-110 SF-111 SF-112 SF-113 SF-114 SH-101 REFERENCE NOTES SCHEDULE CODE DESCRIPTION NOTE AMENITY OUTDOOR GRILL AND COUNTERTOP BY ARTISAN OUTDOOR KITCHENS CODE DESCRIPTION COLOR SIZE COMPANY FENCE MONTAGE GENESIS COMMERCIAL FENCE BLACK 6' HT.AMERISTAR MONTAGE GENESIS COMMERCIAL FENCE GATE BLACK 6'AMERISTAR ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL BLACK 4'AMERISTAR ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL GATE BLACK 4'AMERISTAR CODE DESCRIPTION COLOR MODEL MANUFACTURER SIZE SITE FURNISHING 48" ROUND FIRE PIT CREATIVE LIVING 48" DIA. AMERICANA CHAIR SUNSET ORANGE SINGLE LOUNGE CHAIR LANDSCAPE FORMS COCHRANE CHAISE LOUNGE WHITE POWDERCOAT, WHITE PHIFERTEX LANDSCAPE FORMS CATENA TABLE FOG POWDERCOAT LANDSCAPE FORMS 36" ROUND STRETCH UMBRELLA FOG POWDERCOAT LANDSCAPE FORMS 78" HARVEST SIDE TABLE SUNSET ORANGE SIDE TABLE LANDSCAPE FORMS 40" DIA. COCHRANE LOUNGE CHAIR WHITE POWDERCOAT, WHITE PHIFERTEX LANDSCAPE FORMS EMERSON BIKE RACK OBSIDIAN POWDERCOAT LANDSCAPE FORMS PARC CENTRE TABLE FOG POWDERCOAT LANDSCAPE FORMS 24" ROUND TRAVERSE CHAIR FOG POWDERCOAT WITH ARMS LANDSCAPE FORMS GLIDE BENCH SUNSET ORANGE WITH ARMS LANDSCAPE FORMS COLLECT LITTER OBSIDIAN POWDERCOAT SIDE OPENING LANDSCAPE FORMS DOG WASTE STATION GREEN BARK PARK TREE BENCH WITH BACK CEDAR AND BLACK TREETOP PRODUCTS CODE DESCRIPTION SHADE STRUCTURES 12' X 30' TRELLIS BY POLIGON A-101 F-101 F-102 F-103 F-104 SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SF-108 SF-109 SF-110 SF-111 SF-112 SF-113 SF-114 SH-101 REFERENCE NOTES 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY H1.0 NORTH OV E R A L L H A R D S C A P E P L A N EIWS ECL EIWS 10/29/2025 DOG PARK SEE SHEET H1.1 POOL DECK SEE SHEET H1.3 GARDEN & SEATING AREA SEE SHEET H1.2 F-103 F-104 SF-113 SF-114 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP F-103 F-104 SF-113 SF-114 FENCE MONTAGE GENESIS COMMERCIAL FENCE FENCE MONTAGE GENESIS COMMERCIAL FENCEECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL GATE CODE DESCRIPTION F-103 F-104 ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL GATE CODE DESCRIPTION F-103 F-104 SITE FURNISHINGSITE FURNISHING DOG WASTE STATION TREE BENCH WITH BACK SF-113 SF-114 DOG WASTE STATION TREE BENCH WITH BACK SF-113 SF-114 T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTH HA R D S C A P E P L A N - D O G P A R K EIWS ECL EIWS 10/29/2025 H1.1 H1.1 H1.2 H1.3 REF. SHEET H1.0 FOR FULL SCHEDULE SF-109 SF-111 SF-112 SF-110 SF-113 UD UD UD UD S T T SF-109 SF-111 SF-112 SF-110 SF-113 SITE FURNISHINGSITE FURNISHING SF-112 SF-110 SF-113 SF-112 SF-110 SF-113 PARC CENTRE TABLE TRAVERSE CHAIR GLIDE BENCH COLLECT LITTER DOG WASTE STATION TREE BENCH WITH BACK SF-109 SF-110 SF-111 SF-112 SF-113 PARC CENTRE TABLE TRAVERSE CHAIR GLIDE BENCH COLLECT LITTER DOG WASTE STATION TREE BENCH WITH BACK SF-109 SF-110 SF-111 SF-112 SF-113 T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTHNORTH HA R D S C A P E P L A N - G A R D E N & S E A T I N G A R E A EIWS ECL EIWS 10/29/2025 H1.2 H1.1 H1.2 H1.3 REF. SHEET H1.0 FOR FULL SCHEDULE 10'X10' MECHANICAL ROOM POOL APPROX. 3,000 SF MAXIMUM 5' DEPTH SPA SW I M L A N E ( 2 5 Y A R D S , 4 ' D E P T H ) BUILDING 6 SUNSHELF (6" DEPTH)SUN S H E L F ( 6 " D E P T H ) ZERO-ENTRY AREA SF-108 SF-101 SF-102 A-101 SF-104 SF-105 SF-107 F-101 SF-103 SF-106 SF-102 F-101 SH-101 SF-103 SF-108 SF-109 SF-110 HANDRAILS TO BE DESIGNED BY POOL CONSULTANT (TYP.) F-102 E E E E E E HYD10'X10' MECHANICAL ROOM POOL APPROX. 3,000 SF MAXIMUM 5' DEPTH SPA SW I M L A N E ( 2 5 Y A R D S , 4 ' D E P T H ) BUILDING 6 SUNSHELF (6" DEPTH)SUN S H E L F ( 6 " D E P T H ) ZERO-ENTRY AREA SF-108 SF-101 SF-102 A-101 SF-104 SF-105 SF-107 F-101 SF-103 SF-106 SF-102 F-101 SH-101 SF-103 SF-108 SF-109 SF-110 HANDRAILS TO BE DESIGNED BY POOL CONSULTANT (TYP.) F-102 CODE DESCRIPTION AMENITY OUTDOOR GRILL AND COUNTERTOP CODE DESCRIPTION FENCE MONTAGE GENESIS COMMERCIAL FENCE MONTAGE GENESIS COMMERCIAL FENCE GATE ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL A-101 F-101 F-102 CODE DESCRIPTION AMENITY OUTDOOR GRILL AND COUNTERTOP CODE DESCRIPTION FENCE MONTAGE GENESIS COMMERCIAL FENCE MONTAGE GENESIS COMMERCIAL FENCE GATE ECHELON PLUS MAJESTIC FENCE WITH PUPPY PANEL A-101 F-101 F-102 CODE DESCRIPTION SITE FURNISHING 48" ROUND FIRE PIT AMERICANA CHAIR COCHRANE CHAISE LOUNGE CATENA TABLE STRETCH UMBRELLA HARVEST SIDE TABLE COCHRANE LOUNGE CHAIR EMERSON BIKE RACK PARC CENTRE TABLE TRAVERSE CHAIR GLIDE BENCH COLLECT LITTER DOG WASTE STATION SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SF-108 SF-109 SF-110 SF-111 SF-112 CODE DESCRIPTION SITE FURNISHING 48" ROUND FIRE PIT AMERICANA CHAIR COCHRANE CHAISE LOUNGE CATENA TABLE STRETCH UMBRELLA HARVEST SIDE TABLE COCHRANE LOUNGE CHAIR EMERSON BIKE RACK PARC CENTRE TABLE TRAVERSE CHAIR GLIDE BENCH COLLECT LITTER DOG WASTE STATION SF-101 SF-102 SF-103 SF-104 SF-105 SF-106 SF-107 SF-108 SF-109 SF-110 SF-111 SF-112 CODE DESCRIPTION SHADE STRUCTURES 12' X 30' TRELLIS BY POLIGONSH-101 CODE DESCRIPTION SHADE STRUCTURES 12' X 30' TRELLIS BY POLIGONSH-101 T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTHNORTH HA R D S C A P E P L A N - P O O L D E C K EIWS ECL EIWS 10/29/2025 H1.3 H1.1 H1.2 H1.3 REF. SHEET H1.0 FOR FULL SCHEDULE NOTE: HARDSCAPE PLANS FOR CONVEY DESIGN INTENT ONLY. POOL DETAILING INCLUDING ADA COMPLIANCE AND ACCESS AND MECHANICAL DESIGN AND DETAILING ARE BY POOL CONSULTANT. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY HA R D S C A P E D E T A I L S EIWS ECL EIWS 10/29/2025 H2.0 42" MAJESTIC MONTAGE STEEL FENCE BY AMERISTAR NTS Base Material Uniform Zinc Coating (Hot Dip) Zinc Phosphate Coating Epoxy Primer INDUSTRIAL FLAT MOUNT BRACKET Acrylic Topcoat Bracket Options RAKING DIRECTIONAL ARROW Welded panel can be raked 30" over 8' with arrow pointing down grade. MONTAGE II RAIL Specially formed high strength architectural shape. TM PROFUSION WELDING PROCESS No exposed welds, Good Neighbor profile - Same appearance on both sides TM E-COAT COATING SYSTEM BX301BX302/303BX304 INDUSTRIAL UNIVERSAL BOULEVARD BRACKET INDUSTRIAL SWIVEL BRACKET NOTES: 1.) Post size depends on fence height and wind loads. See MONTAGE II specifications for post sizing chart and dimensions. 3.) Available in Flush Bottom. 4.) Fence and gate color to be bronze. Submit color samples for final approval. TM 13 4" MONTAGE II Rail (See Cross- Section Below) TM Post size varies with Height (See MONTAGE II Post-Sizing chart)TM 1 1" 14ga Picket 8' O.C. Nom. Varies With Height 2" Nom. 42" 13 8" 3 487 8" Min. Footing Depth TYPICAL5116" 13 4" 13 4" MONTAGE II RAILTM 1 Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. 196-395-003-27 1 H2.0 33 4" TYPICAL 13 4" FORERUNNER Rail (See Cross- Section on Panel Drawing) TM 1 9316" 118" HEIGHT PER PLAN CALLOUT 36" Min. Footing depth NOTES: 1.) Post size depends on fence height, weight and wind loads. See MONTAGE II post sizing chart. 2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request This could change the Latch & Hinge Clearance. 4.) Third and Fourth rail optional. Some heights noted required a third and/or fourth rail. 5.) Fence and gate color to be bronze. Submit color samples for final approval. 23" (Latch Clearance) Ameristar Standard Leaf Widths 3' Min 23 8" (Hinge Clearance) Single gate Arrangement Post size varies with Height (See ECHELON II Post-Sizing chart)TM TM 2" Nom. 1" x .125 wall Picket Gate Upright 2" x .250 wall Weld on Box Hinge (Requires steel posts)3 Ring Adornment Options (See ring panel for rail spacing) Pickets welded to FORERUNNER Rail prior to coating 13 4" 13 4" 10" HT kickplate MONTAGE II - MAJESTIC STEEL GATE BY AMERISTAR Ameristar Gate Self-Latching Hardware Top Pull Latch (Product # MLTPS2BGA) Heavy Duty Hinge (Product # 49859) To be installed at 54" min per Denver Public Health & Environment Plan Review 2 H2.0 AMERICANA CHAIR LANDSCAPE FORMS COCHRANE CHAISE LOUNGE LANDSCAPE FORMS CATENA TABLE LANDSCAPE FORMS STRETCH UMBRELLA LANDSCAPE FORMS HARVEST SIDE TABLE LANDSCAPE FORMS COCHRANE LOUNGE CHAIR LANDSCAPE FORMS EMERSON BIKE RACK LANDSCAPE FORMS PARC CENTRE TABLE LANDSCAPE FORMS COLLECT LITTER RECEPTACLE LANDSCAPE FORMS GLIDE BENCH LANDSCAPE FORMS RECYCLED TREE BENCH WITH BACK MANUFACTERER: TREETOP PRODUCTS SEAT COLOR: CEDAR LEG COLOR: BLACK NOTES: 1.ALL SITE FURNISHINGS AND PRODUCTS SPECIFIED ON THESE PLANS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2.SITE FURNISHINGS ARE TO BE PROVIDED AS SPECIFIED EQUAL AS APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER. TRAVERSE CHAIR LANDSCAPE FORMS 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - H A R D S C A P E . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY HA R D S C A P E D E T A I L S EIWS ECL EIWS 10/29/2025 H2.1 NOTES: 1.ALL SITE FURNISHINGS AND PRODUCTS SPECIFIED ON THESE PLANS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 2.SITE FURNISHINGS ARE TO BE PROVIDED AS SPECIFIED EQUAL AS APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER. OUTDOOR KITCHEN CONCEPT CREATIVE LIVING 48" ROUND FIRE PIT CREATIVE LIVING ALUMINUM PET WASTE STATION BARK PARK OR APPROVED EQUAL 12' x 30' TRELLIS POLIGON SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D E HYD HYD HYD HYD VAN VAN (2)UA PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI HUNTER MP STRIP PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POPUP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 25 40 HUNTER MP1000 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, 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. 23 40 HUNTER MP2000 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, 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. 4 40 HUNTER MP3500 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED PURPLE CAP, 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-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, 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) 219 40 HUNTER MP815 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, 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. 33 40 HUNTER MP820 PROS-06-PRS40-CV-R TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, RECLAIMED BODY CAP, 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. 9 40 RAIN BIRD RWS-M-B-C-P 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, PURPLE GRATE, AND SAND SOCK FOR SANDY SOIL. 288 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-PRB-R WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. PURPLE CAP DESIGNATES FOR RECLAIMED WATER, NON-POTABLE USE. 1IN. PESBR VALVE AND 1IN. PRESSURE REGULATING 40PSI BASKET FILTER. 5-20 GPM. 24 RAIN BIRD MDCFPCAP DRIPLINE FLUSH VALVE PURPLE CAP IN COMPRESSION FITTING COUPLER. FOR NON-POTABLE WATER USE. 24 RAIN BIRD OPERIND DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN. FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN. DISTRIBUTION TUBING WITH CONNECTION FITTING PRE-INSTALLED. 26 AREA TO RECEIVE DRIP EMITTERS RAIN BIRD XBCV-PC SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 05PC 0.5 GPH=BLUE, 10PC 1.0 GPH=BLACK, AND 20PC 2.0 GPH=RED. COMES WITH A SELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECK VALVE. 35,220 SF Emitter Notes: 05PC emitters (2 assigned to each 1 GAL plant)2,156 10PC emitters (2 assigned to each 5 GAL plant)2,436 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESB-R 1IN., 1-1/2IN., AND 2IN. DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, AND PURPLE FLOW CONTROL HANDLE. 14 RAIN BIRD 44-LRC 1IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. 1 FEBCO 825Y 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESPLXIVM-LXMMSS 60 STATION, 2-WIRE CONTROLLER W/ SMART VALVE TECHNOLOGY. (1) ESPLXIVM 60-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. INSTALLED IN LXMMSS STAINLESS STEEL WALL-MOUNTED CABINET. SYSTEM REQUIREMENTS: RAIN BIRD LXIVM-XXX INTEGRATED VALVE MODULES & 2-WIRE DEVICES. USE PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LXIVMSD SURGE DEVICE IN RAIN BIRD ROUND VALVE BOXES. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1 RAIN BIRD LXIVMSD SURGE DEVICE PROVIDES NECESSARY PROTECTION ON THE ESPLXIVM(P) CONTROLLER, 2 WIRE PATH. INSTALL (1) LXIVMSD EVERY 500FT OR 15 FIELD DEVICES (WHICHEVER IS SMALLER). 4 RAIN BIRD LXIVMSEN (2) SENSOR DEVICE INTERFACES W/ FLOW OR WEATHER SENSOR AND ESP-LX-IVM(P) CONTROLLER. FLOW SENSOR CAN BE INSTALLED ANYWHERE ON THE 2-WIRE PATH. 1 RAIN BIRD LXIVMSOL (3) INTEGRATED VALVE MODULE (DC LATCHING SOLENOID AND DECODER IN ONE) INTERFACES WITH ESPLXIVM(P) CONTROLLER AND VALVES/MASTER VALVES. COMPATIBLE WITH RAIN BIRD COMMERCIAL VALVES ONLY (PEB, PESB, PGA, EFB-CP). 39 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR. 1 RAIN BIRD FS-100-B 1IN. FLOW SENSOR, BRASS MODEL. SUGGESTED OPERATING RANGE 2.0 GPM TO 40.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX. 1 WATER METER 1-1/2"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21-NP PURPLE, NON-POTABLE PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. 13,744 LF IRRIGATION MAINLINE: PVC SCHEDULE 40-NP PURPLE, NON-POTABLE PIPE 2,683 LF PIPE SLEEVE: PVC SCHEDULE 40-NP PURPLE, NON-POTABLE PIPE 1,764 LF LCS RCSSS 1000 2000 3500 800 A 800 F 815 820 1401 1402 F IN BF C SD SEN SOL RF FS M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 10.5 157.8 48.2 65.1 0.95 in/h 2 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 3.69 163.4 38.4 54.8 0.3 in/h 3 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.73 169.5 40.9 57.4 0.75 in/h 4 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 6.5 338.7 41.1 57.9 1.29 in/h 5 RAIN BIRD PESB-R 1"TURF ROTARY 3.9 343.8 41.7 58.2 0.38 in/h 6 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 9 390.6 46.6 63.9 0.89 in/h 7 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 7.04 395.0 45.8 62.7 0.42 in/h 8 RAIN BIRD PESB-R 1"TURF ROTARY 10.89 422.1 43.2 61.1 1.16 in/h 9 RAIN BIRD PESB-R 1"TURF ROTARY 16.29 469.4 43.4 64.0 1.06 in/h 10 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 4.77 477.4 38.9 55.6 0.75 in/h 11 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 6 483.7 39.8 56.8 0.89 in/h 12 RAIN BIRD PESB-R 1"TURF ROTARY 10.26 489.5 42.1 60.2 1.08 in/h 13 RAIN BIRD PESB-R 1"TURF ROTARY 11.75 546.0 43.8 63.0 0.87 in/h 14 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.36 661.0 41.0 58.5 0.34 in/h 15 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 7 666.6 41.2 59.0 0.91 in/h 16 RAIN BIRD PESB-R 1"TURF ROTARY 11.71 674.2 42.5 62.8 1.19 in/h 17 RAIN BIRD PESB-R 1"TURF ROTARY 16.22 680.2 44.3 68.3 1.0 in/h 18 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 3.88 740.1 38.3 55.1 0.75 in/h 19 RAIN BIRD PESB-R 1"TURF ROTARY 10.52 746.0 42.2 62.2 1.16 in/h 20 RAIN BIRD PESB-R 1"TURF ROTARY 9.42 921.6 42.5 62.6 0.4 in/h 21 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 8.5 1,029 42.3 62.4 0.94 in/h 22 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 1.55 1,284 38.1 54.6 0.29 in/h 23 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 7.88 1,290 41.6 61.8 0.52 in/h 24 RAIN BIRD PESB-R 1"TURF ROTARY 2.86 1,297 41.6 58.5 0.51 in/h 25 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 3 1,404 38.5 55.4 1.33 in/h 26 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 5.97 1,290 39.9 58.4 0.7 in/h 27 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 4 1,133 38.6 55.8 1.16 in/h 28 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 4.12 1,128 38.3 55.6 0.46 in/h 29 RAIN BIRD PESB-R 1"TURF ROTARY 9.98 1,101 42.7 64.0 0.44 in/h 30 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 5.37 963.5 39.0 56.6 0.68 in/h 31 RAIN BIRD PESB-R 1"TURF ROTARY 11.82 956.5 43.7 65.8 0.53 in/h 32 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 4 865.7 38.9 55.8 1.4 in/h 33 RAIN BIRD PESB-R 1"TURF ROTARY 9.14 782.9 42.9 61.5 0.52 in/h 34 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 6.99 732.6 41.3 58.8 0.66 in/h 35 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 5 585.5 38.5 55.3 1.1 in/h 36 RAIN BIRD XCZ-100-PRB-R 1"AREA FOR DRIP EMITTERS 1.72 448.0 38.2 54.5 0.29 in/h 37 RAIN BIRD XCZ-100-PRB-R 1"BUBBLER 10 443.2 45.1 62.3 0.92 in/h 38 RAIN BIRD PESB-R 1"TURF ROTARY 11.03 437.4 43.3 60.7 0.21 in/h Common Wire 2,683 VALVE SCHEDULE CRITICAL ANALYSIS Generated:2025-10-29 08:56 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1-1/2" Flow Available 40.32 GPM PRESSURE AVAILABLE Static Pressure at POC:75 PSI Elevation Change:5.00 ft Service Line Size:1 1/2" Length of Service Line:20 ft Pressure Available:69 PSI DESIGN ANALYSIS Maximum Station Flow:16.29 GPM Flow Available at POC:40.32 GPM Residual Flow Available:24.02 GPM Critical Station:17 Design Pressure:40 PSI Friction Loss:1.64 PSI Fittings Loss:0.16 PSI Elevation Loss:0 PSI Loss through Valve:2.48 PSI Pressure Req. at Critical Station:44.3 PSI Loss for Fittings:0.66 PSI Loss for Main Line:6.63 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.3 PSI Loss for Master Valve:3.9 PSI Loss for Water Meter:0.54 PSI Critical Station Pressure at POC:68.3 PSI Pressure Available:69 PSI Residual Pressure Available:0.68 PSI 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR1.0 NORTH OV E R A L L I R R I G A T I O N P L A N EIWS ECL EIWS SHEET IR1.1 SHEET IR1.2 10/29/2025 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP A B D W W HYD HYD W W F F S S W W S W F (2)UA PR O S P E C T R I D G E D R I V E TRA C T E TIM N A T H R E S E R V O I R I N L E T C A N A L BUILDING 1 BU I L D I N G 4 BU I L D I N G 3 BUIL D I N G 2 M BF MV FS 3 4" 112" 112" 3 4" 1" 1" 1" 3 4" 3 4" 3 4"1" 3 4" 3 4" 3 4" 1" 112" 3 4" 3 4" 112" 3 4" 3 4" 112" 1" 1"3 4" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4"3 4" 3 4" 3 4"3 4" 1" 10.51 1" 3.692 1" 6.733 1" 3.95 1" 96 1" 7.047 1" 611 1" 4.7710 1" 16.39 1" 810.9 1" 11.813 1" 432 1" 9.1433 1" 3 4" 361.72 1" 3710 1" 3811.0 1" C RF SD SD SEN SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL 346.99 1"SOL SOL SOL SOL SOL IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN F F F F F F F F F F F 1" 1" 1" 10.312 1" 112" SOL SOL 3 4" 1" 1" 3 4" 1" 1" 1" 1" 6.54 1" 3 4" 3 4" 355 1" SOL SOL F F VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTH IR R I G A T I O N P L A N - N O R T H EIWS ECL EIWS SHEET IR1.2 SHEET IR1.1 10/29/2025 MATCHLINE; SEE SHEET IR1.2 IR1.1 SS SS SS SS SS SS SS SS SS SS 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 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 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 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP HYD HYD HYD W W W F F F S S S W W W S W F VAN VAN T T T PR O S P E C T R I D G E D R I V E TRACT E RUDOLPH FARM POND 1 RUDOLPH FARM RAIN GARDEN 1 LOT 2 1.46 AC. BUI L D I N G 5 BUIL D I N G 6 BUILDING 1 BU I L D I N G 4 BU I L D I N G 4 MAINLINE AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) 3 4" 4" 112" 1" 1" 3 4" 112"1" 1" 3 4" 3 4" 1" 1" 3 4" 1" 3 4" 1" 3 4" 3 4" 1"3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 11.813 1" 6.3614 1" 715 1" 11.716 1" 16.217 1" 3.8818 1"112" 3 4" 112" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 9.4220 1" 8.521 1" 221.55 1" 237.88 1" 242.86 1" 265.97 1" 299.98 1" 305.37 1" 432 1" 3 4" SD SD SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL SOL IN IN IN IN IN IN IN IN IN IN IN IN F F F F F F F F F 3 4" 3 4" 274 1" 284.12 1"SOL SOL 1" 112" 10.312 1" 3111.8 1" 1" 10.519 1" 1" 112" SOL SOL SOL F F 1" 3 4" IN MAINLINE AND VALVES SHOWN FOR CLARITY. MAINLINE AN VALVES TO BE INSTALLED IN GREEN SPACE 6" FROM B.O.C. (TYP.) REMOTE CONTROL VALVE (TYP.) DRIP ZONE VALVE KIT (TYP.) ROOT WATERING SYSTEM (TYP.) TURF ROTARY (TYP.) AREA FOR DRIP EMITTERS (TYP.) DRIP INDICATOR (TYP.) LATERAL LINE (TYP.) MAIN LINE (TYP.) PIPE SLEEVE (TYP.) 1" 3 4" 1" 1" 1" 253 1"SOL F T T T T T T VAN VAN N KEY MAPKEY MAP N.T.S. 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY NORTHNORTH IR R I G A T I O N P L A N - S O U T H EIWS ECL EIWS 10/29/2025 MATCHLINE; SEE SHEET IR1.1 SHEET IR1.2 SHEET IR1.1 IR1.2 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR R I G A T I O N N O T E S EIWS ECL EIWS 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. 10/29/2025 IR2.0 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 EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE. 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.ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS. 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.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 1 4" ELECTRICAL CONDUIT. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. 36.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 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 IRRIGATION CONTROLLER - WALL MOUNT ELEVATION NTS 2 IR2.0 RAIN SENSOR - WIRELESS SECTION NTS WR2WIRELESS SENSOR 3 IR2.0 MASTER CONTROL VALVE SECTION NTS BRICK SUPPORTS, (1 EACH SIDE - 2 TOTAL). SCHEDULE 60 NIPPLES, VALVE INLET SIZE (TYP.) MASTER CONTROL VALVE AS SPECIFIED. TURF PVC MAIN LINE. 1 2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. PVC CONDUIT FOR CONTROLLER WIRES. SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO GRADE AT TURF. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. NDS RECTANGULAR BOX WITH 6" EXTENSIONS AS REQUIRED. 12 " M I N . BE L O W G R A D E 18 " M I N . B E L O W G R A D E . 4 IR2.0 BACKFLOW PREVENTER SECTION NTS 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 IR2.0 5 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. MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY SECTION NTSIR2.0 6 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 . 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 k: \ n c o _ c i v i l \ 1 9 6 3 9 5 0 0 3 _ p r o s p e c t r i d g e m u l t i f a m i l y \ C A D D \ p l a n s h e e t s \ F D P \ L - I R R I G A T I O N . d w g PROJECT NO. SHEET 10/28/25 AGR LMW BAW OF 32 PR O S P E C T R I D G E M U L T I F A M I L Y PR O J E C T D E V E L O P M E N T P L A N 196395003 NOT FOR Kimley-Horn and Associates, Inc. CONSTRUCTION FOR REVIEW ONLY IR R I G A T I O N D E T A I L S EIWS ECL EIWS 10/29/2025 IR2.1 TYPICAL QUICK COUPLER SECTION NTS 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 1 IR2.1 TYPICAL THRUST BLOCK SECTION NTS 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. 2 IR2.1 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 TYPICAL TRENCHING SECTION NTS ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. 12" MIN12" MIN 3 IR2.1 TYPICAL SLEEVING SECTION NTS 4 IR2.1 TWO-WIRE CONTROL VALVE SECTION NTS 2-WIRE CABLE ID TAG: RAIN BIRD VID SERIES RAIN BIRD PEB/PESB/PESB-R WITH IVM VALVE BOX WITH COVER: WATERPROOF CONNECTION RAIN BIRD WC20 (TWO REQUIRED) PVC SCH 40 ELL FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL 2 3 4 5 6 7 8 9 10 12131415 BRICK (1 OF 4) 1 2 3 5 6 4 7 8 10 9 11 12 13 14 15 11 16 LENGTH, HIDDEN) AND16 30-INCH LENGTH OF REMOTE CONTROL VALVE: RAIN BIRD VB-STD SCH 80 NIPPLE (2-INCH SCH 40 ELL PVC SCH 40 MALE ADAPTER 3-INCH MINIMUM DEPTH OF PVC LATERAL PIPE 3/4-INCH WASHED GRAVEL 1 5 IR2.1 DRIP ZONE VALVE KIT - 0-15 GPM SECTION NTS WATERPROOF SPLICE CONNECTION: RAIN BIRD WC20 (TWO REQUIRED) RAIN BIRD DRIP KIT: XCZ-100-PRB-COM WITH IVM-SOL VALVE BOX WITH COVER: RAIN BIRD VB-STD FINISH GRADE OR TOP OF MULCH BRICK (1 OF 4) PVC PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE 1" PVC SCH 80 ELBOW PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 80 ELBOW PVC SCH 80 TEE OR ELBOW PVC SCH 40 MALE ADAPTER TWO-WIRE CABLE BETWEEN DEVICES (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR CONTROLLER) 1 2 3 5 6 4 7 8 10 9 11 12 13 6 IR2.1 GROUNDING ROD 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. 1 2 4 5 67 24 " M I N I M U M WI R E D E P T H 8' - 0 " 3 FINISH GRADE1 PAVEMENT2 THREE (3) 4" x 8" BRICKS3 5/8" x 8'-0" COPPER GROUNDING ROD 4 GROUNDING ROD CLAMP5 #6 AWG BARE COPPER WIRE6 1/2" PVC ELECTRICAL CONDUIT AND SWEEP FOR EARTH GROUND 7 7 196-395-003-24 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. 196-395-003-25 8 LATERAL PIPE TYPICAL SPRAY / ROTAR HEAD SECTION NTS 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 9 IR2.1 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. ROOT WATERING SYSTEM NTS 196-395-003-28 10 IR2.1 6" TYP. MULTI-OUTLET EMITTER IN ACCESS BOX TYP. ONE OUTLET PER EACH SHRUB OR GROUNDCOVER, TYP. CENTER OF SHRUB OR GROUNDCOVER NOTES: 1.LENGTH OF DISTRIBUTION TUBING SHALL NOT EXCEED 12'-0". REFER TO LOCAL JURISDICTIONAL REQUIREMENTS; MAXIMUM ALLOWABLE LENGTH MAY BE LESS. 2.LAYOUT DISTRIBUTION TUBING AS SHOWN AND LOCATE DISCHARGE POINT 2" ABOVE FINISHED GRADE. SCH. 40 PVC LATERAL AND FITTINGS 6" TYP. MULTI-OUTLET DRIP EMITTER LAYOUT 1" = 1" 196-395-003-30 11 IR2.1