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Home My WebLink AboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 8 - Site, Landscape & Elevations PlansDRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : CO V E R Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 3 P M Fi l e N a m e : L1 C O V E R . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER ARCHITECT LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 APPLICANT COVER FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 PDP 5 KR AG/LO/KS/HJ R20-059 C NORTH ENCLAVE AT REDWOOD FINAL DEVELOPMENT PLAN VICINITY MAP SHEET INDEX SCALE: NTS SITE LEGAL DESCRPTION SITE PLAN NOTES 1.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. 2.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3.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. 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.MODIFICATION REQUESTS 6.1.LUC SECTION 3.5.2(D)1 - CONNECTING WALKWAYS SHALL BE ALLOWED TO BEND AROUND BUILDINGS 7.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. 8.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. 9.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 11.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE 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. 12.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 A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 13.THE PROPERTY MANAGER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODORCONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND Revised November 12, 2015 3 LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF EIGHT-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 18.THE REGIONAL TRAIL SHALL BE CONSTRUCTED BY THE DEVELOPER AND MAINTAINED BY THE CITY. 19.CITY MAY REMOVE RAISED GARDEN BEDS, WITHIN UTILITY AND DRAINAGE EASEMENTS, IF NECESSARY, FOR REPAIR OR MAINTENANCE OF PUBLIC INFRASTRUCTURE. 20.DEVELOPER SHALL PROVIDE BASIC MAINTENANCE OF THE OFFSITE PEDESTRIAN PATH LOCATED ON CITY PROPERTY, CONNECTING BETWEEN THE ENCLAVE AT REDWOOD DEVELOPMENT AND CONIFER STREET. THIS INCLUDES THE PORTIONS WITH TRACT B (CONVEYED TO CITY) AND THE CITY REDWOOD POND PROPERTY UNTIL THE NORTHERN TERMINATION OF THE PATH AT CONIFER STREET. DEVELOPER MAINTENANCE REQUIREMENTS INCLUDE SNOW AND ICE REMOVAL AND SWEEPING. THE DEVELOPER SHALL NOT BE RESPONSIBLE FOR OR PERFORM ANY OTHER ACTIONS BEYOND THESE ITEMS ON CITY PROPERTY. THE CITY SHALL BE RESPONSIBLE FOR AND PERFORM ANY AND ALL PAVEMENT MAINTENANCE FOR PORTIONS OF THIS PATH CITY PROPERTY. CITY WILL BE RESPONSIBLE FOR VEGETATION MAINTENANCE ON CITY PROPERTY. * REQUIRED SPACES ARE CALCULATED AS FOLLOWES: MULTI-FAMILY DWELLING UNITS: 1 BEDROOM X 1.5 SPACES 2 BEDROOM X 1.75 SPACES 3 BEDROOM X 2.0 SPACES 1-25 SPACES = 1 HANDICAP (VAN ACCESSIBLE) BICYCLE PARKING PROVIDED REQUIRED LOCATED IN GARAGES (ENCLOSED)452 452 NET CALCULATION AREA LOT 1 1,196,644 SF (27.47 ACRES) ARTERIAL STREET ROW 0 (PREVIOUSLY DEDICATED) NATURAL HABITAT BUFFER ZONES (NHBZ) 173,245 (3.98 ACRES) GEOLOGICAL HAZARD AREAS 0 CENTRAL PARK (33% VISIBLE)0 PUBLIC ALLEYS 0 PEDESTRIAN / BICYCLE CONNECTIONS LESS THAN 250'0 LANDSCAPED TRAFFIC CIRCLES 0 LOT 2 95,442 SF (2.19 ACRES) NATURAL HABITAT BUFFER ZONES (NHBZ) 89,826 SF (2.06 ACRES) NET AREA 1,049,731 SF (24.1 AC) LAND USE SUMMARY EXISTING ZONING LMN GROSS DENSITY 7.89 DU/AC NET DENSITY 9.88 DU/AC DWELLING UNITS 238 GROSS AREA (SF)% BUILDING COVERAGE 262,489 19.97 DRIVES AND PARKING (EXCLUDES PUBLIC ROW, INCLUDES PRIVATE STREETS) 176,108 13.40 OPEN SPACE AND LANDSCAPE (EXCLUDES PUBLIC ROW, INCLUDES NHBZ) 604,070 45.95 HARDSCAPE (EXCLUDES PUBLIC ROW)75,974 5.78 PRIVATE PARK 57,124 4.35 PUBLIC STREET RIGHT-OF-WAY 138,782.00 10.56 HARDSCAPE 21,054 DRIVES AND PARKING 96,254 LANDSCAPE 21,474 TOTAL GROSS COVERAGE 1,314,547.00 SF (30.18 AC)100 AREA COVERAGE LAND USE CHART * REQUIRED BICYCLE SPACES ARE CALCULATED AS FOLLOWED: 452 BEDROOMS X 1 SPACE = 452 SPACES. 60% REQUIRED TO BE ENCLOSED, 40% FIXED. REQUIRED PARKING TOTAL DWELLING UNITS PARKING REQUIRED (SPACES) BUILDING TYPE 1-BED 2-BED 3-BED 1-BED 2-BED 3-BED TOTAL PARKING REQ. 3-PLEX 4 1 1 6 2 2 10 4 - PLEX 48 0 0 72 0 0 72 6 - PLEX 0 72 0 0 126 0 126 8 - PLEX 0 84 28 0 147 56 203 TOTAL PARKING REQUIRED:411 TOTAL PARKING PROVIDED:644 PROVIDED PARKING OFF STREET (AMENITY CENTER)6 1% GARAGE 422 66% ON STREET 215 33% HANDICAP (AMENITY CENTER)1 TOTAL SPACES PROVIDED 643 100% PLANNING CERTIFICATE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS ________ DAY OF ________, 20__. DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME WITNESS MY HAND AND OFFICIAL SEAL. ADDRESS THIS DAY OF MY COMMISSION EXPIRES: AS . 20 .A.D., BY 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'S CERTIFICATE Director Signature OWNER (SIGNED) NOTARY PUBLIC (PRINT NAME) BEING A REPLAT OF A PORTION OF REDWOOD VILLAGE P.U.D. PHASE II TOGETHER WITH A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. BUILDING BREAKDOWN HOUSING TYPE ARCHITECTURAL ELEVATION DESIGNATOR* APPLICABLE BUILDING # ON SITE PLAN DWELLING UNITS PER BUILDING 1-BEDROOM UNITS PER BUILDING 2-BEDROOM UNITS PER BUILDING 3-BEDROOM UNITS PER BUILDING TOTAL BEDS PER BUILDING TOTAL NUMBER OF BUILDINGS TOTAL DWELLING UNITS TOTAL BEDS % OF TOTAL UNITS PER HOUSING TYPE BUILDING HEIGHT # OF STORIES 3-PLEX 3C.X - TYPE 1 28 3 2 0 1 5 1 3 5 18 24'-6"1 3-PLEX 3C.X - TYPE 2 32 3 2 1 0 4 1 3 4 24'-6"1 4-PLEX 4A.X 3, 10, 22, 33, 38 4 4 0 0 4 5 20 20 23'-6"1 4-PLEX 4B.X 16, 11, 24, 31,4 4 0 0 4 4 16 16 18'-6"1 4-PLEX 4C.X 14, 23, 39 4 4 4 3 12 12 24'-0"1 6-PLEX 6A.X 7, 12, 15, 19, 27, 37 6 0 6 0 12 6 36 72 30 33'-0"2 6-PLEX 6B.X 5, 36 6 0 6 0 12 2 12 24 28'-6"2 6-PLEX 6C.X 9, 13, 21, 40,6 6 12 4 24 48 34'-0"2 8-PLEX 8A.X 1, 6, 26 8 0 6 2 18 3 24 54 47 32'-0"2 8-PLEX 8B.X 8, 20, 30, 35 8 0 6 2 18 4 32 72 29'-0"2 8-PLEX 8C.X 2, 4, 17, 18, 25, 29, 34 8 6 2 18 7 56 126 34'-0"2 TOTAL 40 238 453 Sheet Number Sheet Title C COVER L1 OVERALL SITE PLAN L2 SITE PLAN ENLARGEMENT L3 SITE PLAN ENLARGEMENT L4 SITE PLAN ENLARGEMENT L5 SITE PLAN ENLARGEMENT L6 SITE PLAN ENLARGEMENT L7 SITE PLAN ENLARGEMENT L8 SITE PLAN ENLARGEMENT L9 SITE PLAN ENLARGEMENT L10 SITE PLAN ENLARGEMENT L11 SITE PLAN ENLARGEMENT L12 SITE PLAN ENLARGEMENT L13 SITE PLAN ENLARGEMENT L14 SITE PLAN ENLARGEMENT L15 TREE MITIGATION L16 TREE MITIGATION ENLARGEMENT L17 LANDSCAPE PLAN L18 LANDSCAPE PLAN ENLARGEMENT L19 LANDSCAPE PLAN ENLARGEMENT L20 LANDSCAPE PLAN ENLARGEMENT L21 LANDSCAPE PLAN ENLARGEMENT L22 LANDSCAPE PLAN ENLARGEMENT L23 LANDSCAPE PLAN ENLARGEMENT L24 LANDSCAPE PLAN ENLARGEMENT L25 LANDSCAPE PLAN ENLARGEMENT L26 LANDSCAPE PLAN ENLARGEMENT L27 LANDSCAPE PLAN ENLARGEMENT L28 LANDSCAPE PLAN ENLARGEMENT L29 LANDSCAPE PLAN ENLARGEMENT L30 LANDSCAPE PLAN ENLARGEMENT L31 NORTHWEST DETENTION ENLARGEMENT L32 LANDSCAPE DETAILS L33 LANDSCAPE DETAILS L34 RESTORATION NOTES L35 NATURAL HABITAT BUFFER PLAN L36 WETLAND EXHIBIT * ARCHITECTURE DESIGNATOR KEY: # OF DWELLINGS, ELEVATION TYPE . COLOR SCHEME (SEE ARCH ELEVATIONS FOR COLOR SCHEMES) - ACCESSIBILITY TYPE EX: 3C.1-TYPE 1 = 3-PLEX, ELEVATION TYPE C, COLOR SCHEME 1, ACCESSIBILITY TYPE 1 HZ-100 HYDROZONE PLAN HZ-101 HYDROZONE PLAN HZ-102 HYDROZONE PLAN HZ-103 HYDROZONE PLAN HZ-104 HYDROZONE PLAN HZ- 200 HYDROZONE PLAN REDWOOD POND I-100 IRRIGATION NOTES I-200 IRRIGATION OVERALL PLAN I-201 - I-212 IRRIGATION PLAN I-300 IRRIGATION DETAILS I-301 IRRIGATION DETAILS I-302 IRRIGATION DETAILS I-303 IRRIGATION DETAILS I-304 IRRIGATION DETAILS I-305 IRRIGATION CHARTS IP-100 IRRIGATION NOTES REDWOOD POND IP-200 IRRIGATION NOTES REDWOOD POND IP-300 - IP302 IRRIGATION DETAILS REDWOOD POND IP-303 REDWOOD POND IRRIGATION CHARTS A00 ARCHITECTURAL ACCESSIBILITY PLAN A01 AMENITY CENTER A02 MAINTENANCE GARAGE & MAIL KIOSK A03 ELEVATION 3C.X - TYPE 1 A04 ELEVATION 3C.X - TYPE 2 A05 ELEVATION 4A.X - TYPE 3 / 7 A06 ELEVATION 4C.X - TYPE 4 A07 ELEVATION 4A.X - TYPE 5 A08 ELEVATION 4A.X - TYPE 6 A09 ELEVATION 4B.X - TYPE 8 A10 ELEVATION 4B.X - TYPE 9 A11 ELEVATION 4C.X - TYPE 10 A12 ELEVATION 6A.X - TYPE 11 A13 ELEVATION 6B.X - TYPE 12 A14 ELEVATION 6C.X - TYPE 13 A15 ELEVATION 8A.X - TYPE 14 A16 ELEVATION 8B.X - TYPE 15 A17 ELEVATION 8C.X - TYPE 16 PM1 PHOTOMETRIC PLAN PM2 PHOTOMETRIC FIXTURE CUTSHEETS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DSDSD SDSD SDSDSDSDSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DSDS DS DS DS DS DS DSDS DSDS DSDSDS DS DS DSDSDS DS RA M P DS DS DS DS DS DS DS EV CHA R G I N G RA M P RAM P EV CHA R G I N G ONLY DSDS DS DSDS DS DS DSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DSDSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DSDSDS DSDSDS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS X LOGLOGLOG L O G LO G LO G L O G LO G LOG LOG LOG LOG LOG LOG LOG LO G LO G LO G LO G LO G L O G L O G L O G LOGLOGLOGLOGLOG L O G L O G LO G L O G L O G LOG LOG LOG L O G LOG LOG L O G LOG LO G L O G LO G LOG LOG LOG LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LOG LO G LOG LOG LO G LOG L O G LOG LOG L O G LO G LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LOG LO G LOG LOG LOG LOG LOG LOG LOGLOG MAINTENANCE BUILDING 1 2 3 4 18 17 16 5 6 7 14 8 9 10 13 12 11 1920 21 15 23 24 22 26 27 25 28 29 34 32 30 33 31 35 3739 40 38 36 ST E E L Y D R I V E COMRIE CIRCLE GRA H A M D R I V E GRAHAM DRIVE NORTHFIELD MEADOWS AT REDWOOD PUBLIC STREET CONNECTION TO NORTHFIELD PUBLIC STREET CONNECTION TO NORTHFIELD RE D W O O D S T R E E T ( 2 - L A N E C O L L E C T O R ) LUPINE DR MU L L E I N D R YARROW CIR SPURGE CIR S T E E L Y D R SCH L A G E L S T C O L L A M E R D R I V E REGIONAL TRAIL AND CONNECTION TO NORTHFIELD, DEVELOPER BUILT, CITY MAINTAINED. EXISTING DITCH MAINTENANCE ROAD TO REMAIN PEDESTRIAN EASEMENT CLUB HOUSE 10' WIDE REGIONAL TRAIL CONNECTION PRIVATE PARK: PRIVATELY MAINTAINED, PUBLICLY ACCESSIBLE BR A T C H E R L A N E COLLAMER DRIVE COM R I E C I R C L E COU T T S D R I V E COU T T S D R I V E COU T T S D R I V E SUNIGA ROAD (4- L A N E A R T E R I A L ) ENHANCED PEDESTRIAN CROSSING ENHANCED PEDESTRIAN CROSSING C O L L A M E R D R I V E ST E E L Y D R I V E S T E E L Y D R I V E BERGEN PARKWAY BER G E N P A R K W A Y LAK E C A N N A L PEDESTRIAN AND BICYCLE CONNECTION TO CONIFER LAK E C A N N A L LAK E C A N N A L REDWOOD POND ST E E L Y D R I V E = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = BUILDING NUMBER LOGLOGLOG LOGLOG RE D W O O D S T R E E T ( 2 - L A N E C O L L E C T O R ) SUNIGA ROAD (4- L A N E A R T E R I A L ) 10' WIDE REGIONAL TRAIL PARKING - STANDARD SYMBOL DESCRIPTION EXISTING DITCH ROAD TO REMAIN 18,684 SF 20 SITE DEVELOPMENT SYMBOL DESCRIPTION DRIVES AND PARKING 178,738 SF DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : OV E R A L L S I T E P L A N Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 4 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 OVERALL SITE PLAN FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L1 NORTH 0 40 80 160 SCALE: 1"=80'-0" LEGEND SEE "LOT 2 SOUTH OF SUNIGA ROAD" WINDOW, THIS SHEET. FOR ENLARGEMENT SEE SHEET 14 LOT 2 (SOUTH OF SUNIGA ROAD) L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 08 FDP 8 04/08/2024 DS D S D S DS DS DSDS DS DS DSD S DS DSDS DS DS DS DS DS DS DS DS DS DS DS D S DS XXXX L O G L O G L O G L O G LO G LOGLOGLOGLOGLOGLOGLOGLOG LOG LOG LOG LOG LO G L O G L O G L O G L O G L O G L O G L O G LOG LOG LO G LOG L O G L O G LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LOG LOG LOG LOG LOG LOG LOG LOG 3'-0" 24'-0" UTILITY, ACCESS, EMERGENCY ACCESS EASEMENT 14'-0" R25'-0" R25'-0" TRACT B PROPERTY LINE 8'-0" BUILDING SETBACK 36'-0" FL-FL 95'-7" 55'-0" 9'-0" UTILITY EASEMENT 54'-10" 10'-0" TRAIL 5'-6" TREE LAWN, TYP. 5'-0" WALK 100'-0" REQUIRED WETLAND BUFFER ZONE 15'-0" MAINTENANCE ACCESS ROAD, RE: CIVIL PEDESTRIAN AND BICYCLE TRAIL CONNECTION TO CONIFER, SEE NOTE 20 PROPERTY BOUNDARY AC UNIT, TYP. AC UNIT, TYP. 2 CAR GARAGE, TYP. (16 SPACES TOTAL) 2 CAR GARAGE, TYP. (16 SPACES TOTAL) 4.5' WIDE ENTRY PROPOSED NATURAL HABITAT BUFFER ZONE BOUNDARY 2 CAR GARAGE, TYP. (16 SPACES TOTAL) STORM EASEMENT EXISTING WETLAND BOUNDARY HYDRANT, TYP. 6' PRIVACY FENCE, TYP. TRANSFORMER, TYP. 3' TALL 3-RAIL FENCE, TYP. ROW, TYP DRAINAGE EASEMENT STREET LIGHT, TYP. CONNECTION EXISTING LOT LINE EVERGREE PARK SECOND FILING CITY FORT COLLINS DRAINAGE SWALE/WETLAND COLLA M E R D R I V E BUILDING 1 BUILDING 2 ST E E L Y D R I V E ( 5 8 ' RO W ) WETLAND PROTECTION FENCE W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Ha i l e y J o r g e n s e n SI T E P L A N E N L A R G E M E N T 4/ 8 / 2 0 2 4 1 : 0 4 P M L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 0 10 20 40 SCALE: 1"=20'-0" L2 NORTH KEY MAP MA T C H L I N E S E E S H E E T L3 MATCH LINE SEE SHEET L6 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S DS DS DSDS DS D S D S DS D S DS DS D S DS DS DSDS DS DS DS DS DS DSDS DS D S RA M P DSD S D S DS DS DSDS DS DS D S DS D S DS DS DS DSDSDS D S DSD S DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P RA M P RA M P RA M P LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG 5 7<3 87,L,7<$&&(66(0(5G(1&< 75((L$:17<3 75((L$:17<3 35,9$7( $LL(< 5 7<3 5 7<35 7<3 75$16FO50(57<3 75$16FO50(57<3 35,9$7( $LL(< :$L.7<3 FLFL 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 :$L.7<3 87,L7<(607 (;,67,1G75((6 7O5(0$,1 OFF35O3(57< (;,67,1G6+(D $&81,77<3 $&81,7 7<3 &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L :,D((175< :$L.7<3 3$7,O7<3 :,D((175< :$L.7<3 3$7,O7<3 35O3O6(D1$785$L +$%,7$7%8FF(5=O1( %O81D$5< 75$16FO50(57<3 +<D5$177<3 +<D5$177<3 +<D5$177<3 +<D5$177<3 75$16FO50(5 7<3 75$16FO50(57<3 675((7L,G+77<3 87,L,7<(607 EVERGREE PARK SECOND FILING &,7<FO57&OLL,16 D5$,1$G(6:$L( &OLL$0(5D5,9( 5O: &O05,(&,5&L( 35,9$7(675((7 7O%( 0$,17$,1(D%< O:1(56 %8,LD,1G%8,LD,1G%8,LD,1G %8,LD,1G %8,LD,1G%8,LD,1G %8,LD,1G %8,LD,1G%8,LD,1G %8,LD,1G : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : $ 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ .(<0$3 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 0$7&+L,1(6((6+((7L0$7&+L,1(6((6+((7L 6&$L( L(G(1D 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD DSDS DS DS DS DS DS DS DSDSDS DS DS D S DS DS DS DS DS DS D S DS DS D S D S D S D S DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 5 7<3 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 75((L$:17<3 FLFL 75((L$:17<3 :$L.7<3 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 :$L.7<3 87,L,7<$&&(66(0(5G(1&< $&&(66($6(0(17 35,9$7($LL(< 87,L,7<$&&(66 (0(5G(1&< $&&(66($6(0(17 35,9$7($LL(< 87,L,7<$&&(66 (0(5G(1&<$&&(66($6(0(17 35,9$7($LL(< 87,L,7<(607 &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L :,D((175< :$L.7<3 3$7,O7<3 :,D((175< :$L.7<3 3$7,O7<3 &$5G$5$G(7<3 63$&(67O7$L 75$16FO50(57<3 +<D5$177<3 75$16FO50(57<3 75$16FO50(57<3 5(7$,1,1G:$LL5(&,9,L 6,G17<3 G8$5D5$,L5(&,9,L EVERGREE PARK SECOND FILING &,7<FO57&OLL,16 D5$,1$G( 6:$L(:(7L$1D %8,LD,1G %8,LD,1G%8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G%8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G &O05,(&,5&L( 35,9$7(675((7 7O%( 0$,17$,1(D%< O:1(56 &O 0 5 , ( & , 5 & L ( 3 5 , 9 $ 7 ( 6 7 5 ( ( 7 7O % ( 0 $ , 1 7 $ , 1 ( D % < O : 1 ( 5 6 &O 8 7 7 6 D 5 , 9 ( 35 , 9 $ 7 ( 67 5 ( ( 7 7O % ( 0$, 1 7 $ , 1 ( D %< O : 1 ( 5 6 : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ 6&$L( .(<0$3 0$7&+L,1(6((6+((7L0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L L(G(1D LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD X X X X X DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS D S D S DSDSDSDS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS X LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LO G L O G L O G L O G LOG LOG LO G L O G L O G LOG LO G LOG LOG LOG LOG LO G LOG LOG LOG LOG LOG LOG LOG LOG LO G LO G NORTHFIELD 2'-0" UTILITY, ACCESS, EMERGENCY R8'-0" 50'-0" DITCH ACCESS EASEMENT 50'-0" PUBLIC ACCESS AND TRAIL EASEMENT 42'-4" 24'-0" PRIVATE ALLEY 86'-11" 89'-0" UTILITY, ACCESS, EMERGENCY ACCESS EASEMENT 42'-4"35'-0" 36'-11" REGIONAL TRAIL AND CONNECTION TO NORTHFIELD. PROPOSED NATURAL HABITAT BUFFER ZONE 2 CAR GARAGE, TYP. (16 SPACES TOTAL) 5' WIDE TRAIL CONNECTION 2 CAR GARAGE, TYP. (12 SPACES TOTAL) 2 CAR GARAGE, TYP. (12 SPACES TOTAL) 2 CAR GARAGE, TYP. (16 SPACES TOTAL) RETAINING WALL, RE: CIVIL HYDRANT, TYP. STAIRS AND HANDRAIL, RE: CIVIL TRANSFORMER, TYP. LAK E C A N A L DITCH ACCESS EASEMENT TO LAKE CANAL CO. CENTERLINE OF DITCH RETAINING WALL, RE: CIVIL STAIR ACCESS TO REGIONAL TRAIL (6 RISERS) GUARDRAIL, RE: CIVIL GUARDRAIL 2, RE: CIVIL EVERGREE PARK SECOND FILING CITY FORT COLLINS DRAINAGE SWALE CO U T T S D R I V E (P R I V A T E STR E E T ) TO B E M A I N T A I N E D BY O W N E R ( S ) BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 13 BUILDING 8 BUILDING 8 BUILDING 13 EXS T D I T C H R O A D ( T O R E M A I N ) 10' W I D E R E G I O N A L T R A I L LAN D S C A P E A R E A CO U T T S D R I V E (P R I V A T E ST R E E T ) TO B E M A I N T A I N E D BY O W N E R ( S ) R30'-0" W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L5 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 9 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 0 10 20 40 SCALE: 1"=20'-0" L5 NORTH KEY MAP MA T C H L I N E S E E S H E E T L4 MATCH LINE SEE SHEET L8 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD LEGEND DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DSDSDS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDS D S DS D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS X X X X X X X X X X X X X LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G LO G L O G L O G L O G L O G L O G L O G L O G L O G DRIVE W A Y DRIVE W A Y 8'-0" BUILDING SETBACK 8'-0" BUILDING SETBACK 20'-0" PRIVATE ALLEY 9'-0" UE, TYP 5'-0" WALK, TYP 58'-0" ROW 24'-0" PRIVATE ALLEY 20'-0" UE 34'-2" 49'-6" 5'-6" TREE LAWN 20'-0" UTILITY 25'-0" LANDSCAPE BUFFER 15'-0" 15'-11" 24'-8" LUPINE DRIVE 38'-6" FL-FL 20'-0" UTILITY ESMT ACCESS ESMT 2 CAR GARAGE, TYP. (12 SPACES TOTAL) 1 CAR GARAGE, TYP. (4 SPACES TOTAL) 2 CAR GARAGE, TYP. (16 SPACES TOTAL) 1 CAR GARAGE, TYP. (4 SPACES TOTAL) 1 CAR GARAGE, TYP. (4 SPACES TOTAL) TRANSFORMER, TYP. HYDRANT, TYP. TRANSFORMER, TYP. TRANSFORMER, TYP. 3' TALL 3-RAIL FENCE, TYP. ROW, TYP. 3' TALL 3-RAIL FENCE, TYP. ROLL-OVER CURB RETAINING WALL, RE: CIVIL TYPICAL 6' PRIVACY FENCE STREETLIGHT, TYP. CONNECTION TO EXISTING SIDEWALK SIGN, TYP. CONNECTION TO EXISTING SIDEWALK ROLL-OVER CURB STORM EASEMENT MEADOWS AT REDWOOD MEADOWS AT REDWOOD COLLA M E R D R I V E BUILDING 21 BUILDING 22 BUILDING 25 BUILDING 28 BUILDING 26 BUILDING 27 BUILDING 23 BUILDING 24 BR A T C H E R L A N E (P R I V A T E ST R E E T ) T O B E MA I N T A I N E D B Y OW N E R ( S ) ST E E L Y D R I V E ( 5 8 ' RO W ) W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L6 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 6 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L6 NORTH KEY MAP 0 10 20 40 SCALE: 1"=20'-0" MATCH LINE SEE SHEET L10 MA T C H L I N E S E E S H E E T L7 MATCH LINE SEE SHEET L11 MATCH LINE SEE SHEET L3 MA T C H L I N E S E E S H E E T L7 MATCH LINE SEE SHEET L2 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSX X DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDS DS LOG L O G LO G LO G LOG LO G LO G LOG LO G LOG LOG LOG LOG LOG 45'-10" 37'-1" 24'-0" PRIVATE ALLEY 20'-0" UE 4'-6" WALK 58'-0" ROW 5'-0" WALK, TYP 9'-0" UE, TYP. 5'-6", TREE LAWN, TYP. 36'-0" FL-FL 9'-0" UE, TYP. 30'-7" 24'-0" UTILITY, ACCESS, EMERGENCY ACCESS EASEMENT 4'-6" WALK PUBLIC ACCESS AND TRAIL EASEMENT PROPOSED NATURAL HABITAT BUFFER ZONE 2 CAR GARAGE, TYP. (16 SPACES TOTAL) 1 CAR GARAGE, TYP. (4 SPACES TOTAL) DETENTION WATER QUALITY CHAMBERS, TYP. STORM EASEMENT HYDRANT, TYP. HYDRANT, TYP. HYDRANT, TYP. YARD GAME AREA +/- 650 SF KIDS PLAY AREA +/- 750 SF COVERED PICNIC SEATING AREA +/- 1500 SF TWO (2) RISERS LAK E C A N A L DITCH ACCESS EASEMENT TO LAKE CANAL CO. CENTERLINE OF DITCH MAINTENANCE ACCESS ROAD/ JOGGING TRAIL JOGGING TRAIL RETAINING WALL, RE : CIVL RETAINING WALL, RE : CIVL TRANSFORMER, TYP. SIGN, TYP. STREETLIGHT, TYP. PRIVATE PARK: PRIVATELY MAINTAINED, PUBLICLY ACCESSIBLE SEE SHEET L23 FOR MORE DETAIL ON PARK DESIGN COLLAMER DRIVE (58' ROW) CO M R I E C I R C L E (PR I V A T E S T R E E T ) TO B E M A I N T A I N E D B Y O W N E R ( S ) BUILDING 11 BUILDING 11 BUILDING 29 BUILDING 30 BUILDING 32 BUILDING 31 MAI L K I O S K EXS T D I T C H R O A D ( T O R E M A I N ) 10' W I D E R E G I O N A L T R A I L LAN D S C A P E A R E A CO U T T S D R I V E (P R I V A T E ST R E E T ) TO B E M A I N T A I N E D BY O W N E R ( S ) CO U T T S D R I V E (PR I V A T E STR E E T ) TO B E MAI N T A I N E D BY O W N E R ( S ) W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L7 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 1 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L7 NORTH KEY MAP 0 10 20 40 SCALE: 1"=20'-0" MA T C H L I N E S E E S H E E T L6 MATCH LINE SEE SHEET L11 MATCH LINE SEE SHEET L4 MA T C H L I N E S E E S H E E T L8 MATCH LINE SEE SHEET L3 MA T C H L I N E S E E S H E E T L6 MA T C H L I N E S E E S H E E T L8 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD RAM P DS DS DS DS DS DSDSDSDSDSDSDS DSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS LOG LO G LO G LO G LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LO G LOG L O G L O G LOG L O G LOG LOG LOG LOG LO G LOG L O G LO G LO G LOG LOG LO G 1O57+F,(LD :$L.:$< D,7&+ $&&(66($6(0(17 38%L,& $&&(66$1D 75$,L($6(0(17 87,L,7< $&&(66(0(5G(1&< $&&(66($6(0(17 87,L,7<(607 (;,67,1G5O: FLO:L,1( 7OFLO:L,1( 35O3O6(D 1$785$L+$%,7$7 %8FF(5=O1( 7O3OF%$1. $1D1+%= &O11(&77O(;,67,1G6,D(:$L. &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L67$,565,6(56 D,7&+$&&(66 ($6(0(177OL$.( &$1$L&O &(17(5L,1(OFD,7&+ 67$,565,6(56 D,7&+$&&(66 ($6(0(177OL$.( &$1$L&O &(17(5L,1( OFD,7&+ 5(7$,1,1G:$LL 5(&,9,L L$. ( & $ 1 $ L %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G (;6 7 D , 7 & + 5 O $ D 7 O 5 ( 0 $ , 1 : , D ( 5 ( G , O 1 $ L 7 5 $ , L L$1 D 6 & $ 3 ( $ 5 ( $ &O 8 7 7 6 D 5 , 9 ( 35 , 9 $ 7 ( 675 ( ( 7 7O % ( 0$, 1 7 $ , 1 ( D %< O : 1 ( 5 6 &O 8 7 7 6 D 5 , 9 ( 35 , 9 $ 7 ( 67 5 ( ( 7 7O % ( 0 $ , 1 7 $ , 1 ( D %< O : 1 ( 5 6 &OLL$0(5D5,9( 5 O : : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ .(<0$3 6&$L( 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L L(G(1D LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD RA M P DSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS X X X X XX SS LO G LO G LO G LO G L O G LOG LO G LO G LO G LO G LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG MEADOWS AT REDWOOD MU L L E I N D R . 5'-0" WALKWAY, TYP. 8'-0" BUILDING SETBACK 58'-0" ROW 9'-0" UE, TYP. 5'-0" WALK, TYP. 5'-6" TREE LAWN, TYP. 24'-0" PRIVATE ALLEY 24'-0" PRIVATE ALLEY & U.E. 31'-4" PEDESTRIAN AND EMERGENCY ACCESS ESMT 1 CAR GARAGE, TYP. (4 SPACES TOTAL) 2 CAR GARAGE, TYP. (16 SPACES TOTAL) PEDESTRIAN, BICYCLE AND EMERGENCY ACCESS ONLY HYDRANT, TYP. SIGN, TYP. RE D W O O D S T R E E T BUILDING 38 BUILDING 40 BERGEN PARKWAY (58' ROW) BUILDING 36 BUILDING 40 GRAHAM DRIVE (PRIVATE STREET) TO BE MAINTAINED BY OWNER(S) PROPERTY BOUNDARY W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L9 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 1 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L9 NORTH KEY MAP 0 10 20 40 SCALE: 1"=20'-0" MA T C H L I N E S E E S H E E T L1 0 MATCH LINE SEE SHEET L12 MA T C H L I N E S E E S H E E T L1 0 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DS DS DS DSDS X X X X X X X X X X X X X LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LO G LO G LO G LO G LO G LO G LOG LOG LOG LOG LOG LOG LO G 10'-0" CONCRETE REGIONAL TRAIL 58'-0" ROW 5'-0" WALK, 5'-6" TREE LAWN, TYP. 5'-0" WALK 30'-0" DRAINAGE EASEMENT 9'-0" U.E. 9'-0" U.E. 24'-0" UTILITY, ACCESS, EMERGENCY ACCESS EASEMENT 9'-0" U.E. 9'-0" U.E. 9'-0" U.E. 9'-0" U.E.5'-0" WALK 5'-6" TREE LAWN 20'-0" UTILITY EASEMENT 45'-8" DRAINAGE EASEMENT 32'-10" DRAINAGE ESMT 24'-0" UTILITY EASEMENT PROPOSED NATURAL HABITAT BUFFER ZONE 2 CAR GARAGE, TYP. (16 SPACES TOTAL)2 CAR GARAGE, TYP. (16 SPACES TOTAL) DETENTION WATER QUALITY CHAMBERS, RE: CIVIL HYDRANT, TYP. TRANSFORMER, TYP. HYDRANT, TYP. RETAINING WALL, RE: CIVIL 6' PRIVACY FENCE 3' 3-RAIL FENCE CENTERLINE OF DITCH DITCH ACCESS EASEMENT MONUMENT SIGN STREETLIGHT, TYP. STREETLIGHT, TYP. MEADOWS AT REDWOOD BUILDING 27 BUILDING 35 BUILDING 34 S T E E L Y D R I V E ( 5 8 ' R O W ) BER G E N P A R K W A Y (58' R O W ) POOL MAINTENANCE BUILDING BUILDING 36 GRAHAM DRIVE (PRIVATE STREET) TO BE MAINTAINED BY OWNER(S) BUILDING 36 DEVELOPER TO COORDINATE COMMON PRIVACY FENCE CONSTRUCTION WITH HOME OWNERS ON A PER LOT BASIS G R A H A M D R I V E (P R I V A T E ST R E E T ) TO B E MAI N T A I N E D B Y O W N E R ( S ) W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L1 0 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 9 / 2 0 2 4 8 : 0 8 A M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L10 NORTH KEY MAP 0 10 20 40 SCALE: 1"=20'-0" MA T C H L I N E S E E S H E E T L1 1 MATCH LINE SEE SHEET L13 MA T C H L I N E S E E S H E E T L9 MA T C H L I N E S E E S H E E T L 9 MATCH LINE SEE SHEET L6 MA T C H L I N E S E E S H E E T L1 1 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD D S D S D S D S DS DS D S DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LO G LOG L O G L O G LO G LOG LOG LOG LOG L O G LO G LO G LOG LO G LOG LOG LOG LOG LOG LOG 1O57+F,(LD 38%L,& $&&(66 $1D 75$,L (607 87,L,7< $&&(66(0(5G(1&< $&&(66($6(0(17 87,L,7<$&&(66 (0(5G(1&<$&&(66($6(0(17 87,L,7< ($6(0(17 87,L,7<(607 35O3O6(D 1$785$L +$%,7$7 %8FF(5=O1( 7O3OF %$1.$1D 1+%= &O11(&77O (;,67,1G 6,D(:$L. &$5G$5$G(7<3 63$&(67O7$L $D$3$5.,1G 67$LL +<D5$177<3 75$16FO50(5 7<3 (1+$1&(D 3(D(675,$1 &5O66,1G D,7&+$&&(66 ($6(0(177OL$.( &$1$L&O &(17(5L,1(OFD,7&+ 67$,56 5,6(56 D,7&+$&&(66 ($6(0(17 5(7$,1,1G:$LL 5(&,9,L L$. ( & $ 1 $ L %8,LD,1G %8,LD,1G %8,LD,1G 6 7 ( ( L < D 5 , 9 ( 5 O : 3OOL (;6 7 D , 7 & + 5 O $ D 7 O 5 ( 0 $ , 1 : , D ( 5 ( G , O 1 $ L 7 5 $ , L L$1 D 6 & $ 3 ( $ 5 ( $ 67 5 ( ( 7 7O % ( 0$, 1 7 $ , 1 ( D %< O : 1 ( 5 6 &O 8 7 7 6 D 5 , 9 ( 35 , 9 $ 7 ( 675 ( ( 7 7O % ( 0$, 1 7 $ , 1 ( D %< O : 1 ( 5 6 : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ .(<0$3 6&$L( 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L L(G(1D LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS LOGLOGLOGLOGLOGLOGLOGLOGLOGLOGLOGLOGLOG L O G L O G LO G LO G LO G LO G LO G LO G LO G LOGLOGLOG %8,LD,1G 6(7%$&. (;,67,1G5O: D5$,1$G(($6(0(17 87,L,7<($6(0(17 &O1&5(7( 5(G,O1$L 75$,L 35O3O6(D 1$785$L+$%,7$7 %8FF(5=O1( (;,67,1G681,G$ 5,G+7OF:$< &$5G$5$G(7<3 63$&(67O7$L &$5G$5$G(7<3 63$&(67O7$L 35O3O6(D1$785$L+$%,7$7 D(7(17,O1 5(7$,1,1G:$LL 5(&,9,L 75$16FO50(57<3 5(7$,1,1G:$LL 5(&,9,L 0$,17(1$1&( $&&(665O$D 5(G,O1$L75$,L &O11(&7,O1 5(G,O1$L75$,L -OGG,1G75$,L D,7&+$&&(66 ($6(0(177OL$.( &$1$L&O 5( D : O O D 6 7 5 ( ( 7 681,G$5O$D 5O: %8,LD,1G %8,LD,1G %8,LD,1G %8,LD,1G (;6 7 D , 7 & + 5 O $ D 7 O 5 ( 0 $ , 1 0$,17$,1(D %<O:1(56 38%L,& $&&(66 $1D 75$,L (607 $&&(663$7+ : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ .(<0$3 6&$L( 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L 0$7&+L,1(6((6+((7L L(G(1D 0$7&+L,1(6((6+((7L LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD DS DSDS DS DS DSDSDS DS LOG LOG LO G LOG LOG LOG LOG LO G LOG LO G LOG LOG LOG LOG LOGLOGLOGLOGLOGLOGLOGLOG 38%L,&$&&(66 $1D75$,L($6(0(17 (;,67,1G681,G$ 5,G+7OF:$< D5$,1$G( ($6(0(17 D(7(17,O1 :$7(5 48$L,7< &+$0%(5635O3O6(D1$785$L+$%,7$7 %8FF(5=O1( 5(7$,1,1G:$LL D,7&+$&&(66 ($6(0(177OL$.( &$1$L&O &(17(5L,1(OFD,7&+ &(17(5L,1(OFD,7&+ 5(G,O1$L75$,L &O11(&7,O1 L$. ( & $ 1 $ L 681,G$5O$D 5O: %8,LD,1G 675((77O%( 0$,17$,1(D %<O:1(56 (;6 7 D , 7 & + 5 O $ D 7 O 5 ( 0 $ , 1 : , D ( 5 ( G , O 1 $ L 7 5 $ , L $&&(663$7+ : G 66 8( 67 67 O(O( G 66 66 :: 87 87 &798 &798 ; 8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(51+%= 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(51+%= (;,67,1GF(1&( 35O3O6(DF(1&( &O1&5(7( D5,9(685F$&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( (;,67,1G75(( &586+(5F,1(6 LOG L,0,76OFG5$D,1G 675((7L,G+7 6,G1 6,7(:$LL5(&,9,L (;,67,1GD,7&+5O$D L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L 6 , 7 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L 6 , 7 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& 6DP&RXWWV &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 6,7(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ .(<0$3 6&$L( L(G(1D 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L LLLL LLL LLL LL 681,G$5O$D 5( D : O O D 6 7 5 ( ( 7 1O57+F,(LD L 0($DO:6$7 5(D:OOD 0$,17(1$1&( $&&(66D5,9( X X X X X X X X ST 10'-6" PUBLIC ACCESS ESMT 50'-0" DITCH ACCESS EASEMENT TO LAKE CANAL CO. PROPOSED NATURAL HABITAT BUFFER ZONE PROJECT BOUNDARY 10' REGIONAL TRAIL LAK E C A N A L 4'-6" JOGGING TRAIL UTILITY & DRAINAGE EASEMENT EASEMENT TO LAKE CANAL CO. REDWOOD STREET EXS T D I T C H R O A D ( T O R E M A I N ) W G SS UE ST ST OE OE G SS SS W W UT UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER (NHBZ) = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER (NHBZ) = EXISTING FENCE = PROPOSED FENCE = CONCRETE = DRIVE SURFACE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE = EXISTING TREE = CRUSHER FINES LOG = LIMITS OF GRADING = STREETLIGHT = SIGN = SITE WALL, RE: CIVIL = EXISTING DITCH ROAD = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L1 4 . 0 S I T E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 1 1 / 2 0 2 4 1 : 1 7 P M Fi l e N a m e : L1 S I T E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 SITE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L14 NORTH KEY MAP 0 10 20 40 SCALE: 1"=20'-0" MATCH LINE SEE SHEET L12 LEGEND L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 SUNIGA ROAD RE D W O O D S T R E E T NORTHFIELD L14 MEADOWS AT REDWOOD 55.263 acres pp ohw2eohw3s 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6' ' U D 6' ' U D 6' ' U D ELEC ELEC ELEC E L E C E L E C EL E C ELEC ELEC EL E C EL E C EL E C EL E C E L E C E L E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC E L E C E L E C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C ELEC ELE C E L E C E L E C ELEC ELEC ELE C EL E C EL E C EL E C EL E C ELEC EL E C EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C EL E C ELECELEC EL E C EL E C E L E C E L E C ELEC E L E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C EL E C ELEC ELEC ELEC ELEC ELEC EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C EL E C ELE C ELE C ELE C ELEC E L E C EL E C EL E C EL E C EL E C ELEC ELEC ELEC EL E C EL E C EL E C EL E C ELEC ELEC EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELEC EL E C EL E C EL E C EL E C EL E C EL E C EL E C ELEC ELEC EL E C EL E C EL E C EL E C ELECELEC ELEC ELEC ELEC EL E C IR R IR R 6'' UD 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' UD 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6' ' U D 6'' UD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LO D LOD LOD LOD LOD LO D LOD L O D LOD LOD LOD LOD LOD LOD L O D LOD LO D LOD LOD LOD LOD LODLODLODLODLOD LO D LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D LODLODLODLOD L O D LO D L O D L O D LO D LOD LOD L O D LO D L O D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOGLOGLOG LO G LO G LO G LOG LOG LOG LOG LOG LOG LO G LO G LO G LO G L O G L O G LOGLOGLOGLOG L O G L O G L O G L O G LO G LOG LOG LO G LOG L O G LOG L O G LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LO G LOG LO G LOG LOG LOG L O G LOG L O G LOG LOG LOG LOG LOG LO G LOG LO G LOGLO G LOG LOG LOG LOG LOG LOG #2 #5 #6 #9 #1 #4 #3 TREES AND SHRUBS UNDER 6" DIA. TREES AND SHRUBS UNDER 6" DIA. OFF-SITE CITY OF FORT COLLINS TREES TREES WERE MITIGATED WITH NORTHFIELD PROJECT #7 #8 #11 #12 #13 #16 #14 #15 #18 #20 #17 #19 #21 #22 #23 #24 #30 #29 #28 #27 #26 #31 #32 #33 #36 #34 #35#37#38#39#40#41#42 #43 #44 #45 #46 #47 #51 #50 #49 #48 #25 #10 #52 #53 #54 #55 #63 #62 #61 #60 #59 #58 #57 #56 SEE PAGE L16 SEE PAGE L15 TRACT A #88 #TYPE DBH CONDITION MITIGATION NOTES PRESERVE / REMOVE AND REASON 1 COTTONWOOD (18 STEM)5" -19"FAIR 4.5 TREE GROVE PRESERVE 2 COTTONWOOD (4 STEM)7" - 12"FAIR 2 PRESERVE 3 COTTONWOOD 67"FAIR -3 LICENSED ARBORIST SHOULD ASSESS PRESERVE 4 WILLOW (2 STEM)25" & 19"POOR 1.5 PRESERVE 5 COTTONWOOD (8 STEM)14" - 27"FAIR -3 POTENTIALLY HAZARDOUS PRESERVE 6 COTTONWOOD (6 STEM)14" - 36"FAIR -2 PRESERVE 7 COTTONWOOD GROUP 94"FAIR -5 TO BE PRESERVED PRESERVE 8 COTTONWOOD 23"FAIR -2 PRESERVE 9 COTTONWOOD (2 STEM)21" & 37"FAIR 3.5 PRESERVE 10 COTTONWOOD 65"FAIR -3.5 STORM INFRASTRUCTURE REMOVE 11 COTTONWOOD 10" & 29"FAIR -3 STORM INFRASTRUCTURE REMOVE 12 COTTONWOOD 19"FAIR -2 PRESERVE 13 COTTONWOOD 27"FAIR -2.5 PRESERVE 14 COTTONWOOD 18" & 24"FAIR -2.5 PRESERVE 15 COTTONWOOD 24" & 37"FAIR -4 PRESERVE 16 COTTONWOOD 23"FAIR 2 PRESERVE 17 COTTONWOOD 56"FAIR -3.5 PRESERVE 18 COTTONWOOD 9" - 12"FAIR 1.5 PRESERVE 19 COTTONWOOD 12"FAIR 1.5 PRESERVE 20 COTTONWOOD 25"FAIR 2 STORM INFRASTRUCTURE REMOVE 21 BOX ELDER 2-13"FAIR 4 PRESERVE 22 COTTONWOOD 22" & 24"FAIR 3.5 PRESERVE 23 WILLOW 5" - 12"FAIR 3 PRESERVE 24 COTTONWOOD GROUP 10" - 23"FAIR 3 PRESERVE 25 COTTONWOOD 7" & 8"FAIR 1 PRESERVE 26 COTTONWOOD 15"FAIR 2 PRESERVE 27 COTTONWOOD 17"FAIR +2.5 PRESERVE 28 COTTONWOOD 13"FAIR +1.5 DETENTION POND EXPANSION REMOVE 29 COTTONWOOD 11"FAIR +1.5 DETENTION POND EXPANSION REMOVE 30 COTTONWOOD 12"FAIR 1.5 DETENTION POND EXPANSION REMOVE 31 BUR OAK 2"FAIR 1 DETENTION POND EXPANSION REMOVE 32 BUR OAK 2"FAIR 1 DETENTION POND EXPANSION REMOVE 33 BUR OAK 3"POOR 1 DETENTION POND EXPANSION REMOVE 34 BUR OAK 2"POOR 1 DETENTION POND EXPANSION REMOVE 35 BUR OAK 2"POOR 1 DETENTION POND EXPANSION REMOVE 36 BUR OAK 2"POOR 1 DETENTION POND EXPANSION REMOVE 37 PONDEROSA PINE 5"FAIR 1 DETENTION POND EXPANSION REMOVE 38 PONDEROSA PINE 5"FAIR 1 DETENTION POND EXPANSION REMOVE 39 BUR OAK 2"POOR 1 DETENTION POND EXPANSION REMOVE 40 BUR OAK 2"POOR 1 DETENTION POND EXPANSION REMOVE 41 COTTONWOOD 22" & 31"FAIR 3.5 PRESERVE 42 PONDEROSA PINE 11"FAIR +1.5 PRESERVE 43 PONDEROSA PINE 9"FAIR 1.5 PRESERVE 44 COTTONWOOD 12"FAIR +1.5 PRESERVE 45 PONDEROSA PINE 10"FAIR +1.5 PRESERVE 46 PONDEROSA PINE 8"FAIR +1 PRESERVE 47 PONDEROSA PINE 7"FAIR -1 PRESERVE 48 COTTONWOOD 4"FAIR 1.5 STORMWATER FOREBAY CONSTRUCTION REMOVE 49 COTTONWOOD 9"FAIR 1 STORMWATER FOREBAY CONSTRUCTION REMOVE 50 COTTONWOOD 8"FAIR 1 STORMWATER FOREBAY CONSTRUCTION REMOVE 51 COTTONWOOD 9"FAIR 1 PRESERVE 52 COTTONWOOD 8"FAIR 1 PRESERVE 53 COTTONWOOD 9"FAIR 1.5 PRESERVE 54 COTTONWOOD 9"FAIR 1.5 STORMWATER FOREBAY CONSTRUCTION REMOVE 55 COTTONWOOD 9"FAIR 1.5 STORMWATER FOREBAY CONSTRUCTION REMOVE 56 GREEN ASH 3" & 5"FAIR 1 4" CUT/FILL MAX PRESERVE 57 COTTONWOOD 12"FAIR 1.5 4" CUT/FILL MAX PRESERVE 58 COTTONWOOD 10"FAIR 1.5 4" CUT/FILL MAX PRESERVE 59 COTTONWOOD 7"FAIR 1 4" CUT/FILL MAX PRESERVE 60 COTTONWOOD 5" - 9"FAIR 1.5 4" CUT/FILL MAX PRESERVE 61 COTTONWOOD 3" - 5"FAIR 1 4" CUT/FILL MAX PRESERVE 62 COTTONWOOD 8"FAIR 1 4" CUT/FILL MAX PRESERVE 63 COTTONWOOD 6" - 10"FAIR 2 4" CUT/FILL MAX PRESERVE 88 RUSSIAN OLIVE 24"FAIR 2 STORMWATER FOREBAY CONSTRUCTION REMOVE REQUIRED MITIGATION TREES (EXCLUDES TREES TO REMAIN AND THOSE OFF SITE)31.5 TREE MITIGATION LEGEND EXISTING TREES TO SAVE IN PLACE EXISTING TREES TO BE REMOVED EXISTING TREES TO BE CUT TO A 6' STUMP HEIGHT REQUIRED NATURAL HABITAT BUFFER ZONE 255,822 SF PROPOSED NATRUAL HABITAT BUFFER ZONE 268,658 SF -REQUIRED NATURAL HABITAT BUFFER BOUNDARY -PROPOSED NATURAL HABITAT BUFFER BOUNDARY WETLAND - TO REMAIN 94,868 SF DISTURBED WETLAND AREA 14,306 SF LOG LOG LIMITS OF GRADING EXISTING GRADING PROPOSED GRADING LOD LOD LIMITS OF DISTURBANCE WETLAND PROTECTION FENCE DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : TR E E M I T I G A T I O N Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 4 P M Fi l e N a m e : L3 T r e e M i t i g a t i o n . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 TREE MITIGATION FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 0 50 100 200 SCALE: 1"=100'-0" TYPE MINIMUM SIZE CANOPY SHADE TREE 2.0" CALIPER AND B&B OR EQUIVALENT EVERGREEN TREE 8.0" HEIGHT AND B&B OR EQUIVALENT ORNAMENTAL TREE 2.0" CALIPER AND B&B OR EQUIVALENT TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 TYPE MITIGATION COUNT REQUIRED MITIGATION TREE COUNT TREES PRESERVED 81 0 TREES TO BE REMOVED 21 40 TOTAL 60 40 LOCATION COUNT MITIGATION TREES PROPOSED TO BE PLANTED ON-SITE 42 MITIGATION TREES PROPOSED TO BE PLANTED OFF-SITE 0 PAYMENT IN LIEU (ASSUMES $450 PER TREE)0 TOTAL 0 SEE LANDSCAPE PLAN FOR UPSIZED TREES L15 NORTH MITIGATION SIZING CHART TREE MITIGATION NOTES 1.SHOULD DISCREPANCIES BE FOUND BETWEEN THE QUANTITIES LISTED IN THE PLANT TABLE AND THE QUANTITIES GRAPHICALLY SHOWN ON THE LANDSCAPE PLANS, THEN THE QUANTITIES SHOWN BY GRAPHIC SYMBOLS ON THE LANDSCAPE PLANS SHALL CONTROL 2.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR A NESTING SURVEY WILL BE CONDUCTED BY A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST PRIOR TO TREE REMOVAL TO ENSURE THAT NO ACTIVE NESTS ARE PRESENT. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE MITIGATION SUMMARY PROVIDED TREE MITIGATION LEGEND TRACT A NOTE: 1. FOR ANY UTILITY EXCAVATION WORK WITHIN CRITICAL ROOT ZONES IN TRACT A, HYDROEXCAVATION SHOULD BE USED. CONTACT FORESTRY IF ROOTS GREATER THAN 3 INCHES ARE ENCOUNTERED. #64 #65 #66 #67 #68 #69 #70 #71 #72 #73 #74 #75 #76 #77 #78 #79 #80 #81 #82 #83 #84 #85 #86 #87 SEE PAGE L15 CRITICAL ROOT ZONE, TYP. 100' WETLAND BUFFER LOD LOD LOD LOD LOD LOD LOD LOG LOG LOG LOG LOG LOG LOG SEE PAGE L16 #TYPE DBH CONDITION MITIGATION NOTES PRESERVE / REMOVE AND REASON 64 COTTONWOOD 22"FAIR-2 PRESERVE 65 COTTONWOOD 12" & 10"FAIR-2 PRESERVE 66 WILLOW 12"FAIR-1.5 PRESERVE 67 COTTONWOOD 12"FAIR-1.5 PRESERVE 68 COTTONWOOD 9" - 13"FAIR 2.5 PRESERVE 69 COTTONWOOD 13" & 12"FAIR-2 PRESERVE 70 COTTONWOOD 9" - 18"FAIR 3 PRESERVE 71 WILLOW DEAD 0 PRESERVE 72 COTTONWOOD (13 STEM)2" - 15"FAIR 6.5 PRESERVE 73 COTTONWOOD (6 STEM)9" - 16"FAIR-5 PRESERVE 74 COTTONWOOD (4 STEM)8" - 12"FAIR 4 PRESERVE 75 COTTONWOOD 9", 10"FAIR 2 PRESERVE 76 COTTONWOOD 14"FAIR 1.5 PRESERVE 77 COTTONWOOD 16" - 17"FAIR 3 PRESERVE 78 COTTONWOOD 10"FAIR-1.5 PRESERVE 79 COTTONWOOD 9" - 13"FAIR 1.5 PRESERVE 80 COTTONWOOD (4 STEM)9" - 10"FAIR 3.5 PRESERVE 81 COTTONWOOD 10"FAIR 1.5 PRESERVE 82 COTTONWOOD 10", 12"FAIR 2 PRESERVE 83 COTTONWOOD (3 STEM)10" - 16"FAIR 4 PRESERVE 84 COTTONWOOD (2 STEM)10" - 11"FAIR-2.5 PRESERVE 85 COTTONWOOD (10 STEM)8" - 10"FAIR 4 PRESERVE 86 COTTONWOOD 10"FAIR 1.5 PRESERVE 87 COTTONWOOD 9" - 16"FAIR 2.5 PRESERVE REQUIRED MITIGATION TREES (EXCLUDES TREES TO REMAIN AND THOSE OFF SITE)0 TREE MITIGATION LEGEND EXISTING TREES TO SAVE IN PLACE EXISTING TREES TO BE REMOVED EXISTING TREES TO BE CUT TO A 6' STUMP HEIGHT 10 LANDSCAPE DEVELOPMENT SYMBOL DESCRIPTION QTY REQUIRED NATURAL HABITAT BUFFER ZONE 255,822 SF PROPOSED NATRUAL HABITAT BUFFER ZONE 268,658 SF -REQUIRED NATURAL HABITAT BUFFER BOUNDARY -PROPOSED NATURAL HABITAT BUFFER BOUNDARY 0 15 30 60 SCALE: 1"=30'-0" TYPE MINIMUM SIZE CANOPY SHADE TREE 2.0" CALIPER AND B&B OR EQUIVALENT EVERGREEN TREE 8.0" HEIGHT AND B&B OR EQUIVALENT ORNAMENTAL TREE 2.0" CALIPER AND B&B OR EQUIVALENT TREE DIAMETER AT BREAST HEIGHT (INCHES)AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 L16 NORTH TREE MITIGATION LEGEND EXISTING TREES TO SAVE IN PLACE EXISTING TO BE REMOVED MITIGATION SIZING CHART TREE MITIGATION NOTES 1.SHOULD DISCREPANCIES BE FOUND BETWEEN THE QUANTITIES LISTED IN THE PLANT TABLE AND THE QUANTITIES GRAPHICALLY SHOWN ON THE LANDSCAPE PLANS, THEN THE QUANTITIES SHOWN BY GRAPHIC SYMBOLS ON THE LANDSCAPE PLANS SHALL CONTROL 2.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR A NESTING SURVEY WILL BE CONDUCTED BY A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST PRIOR TO TREE REMOVAL TO ENSURE THAT NO ACTIVE NESTS ARE PRESENT. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE PROTECTION NOTES 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 8.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : TR E E M I T I G A T I O N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 1 P M Fi l e N a m e : L3 T r e e M i t i g a t i o n . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 TREE MITIGATION ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 LEGEND LOGLOGLOG LO G LO G LO G LOG LOG LOG LOG LOG LOG LO G LO G LO G LO G L O G L O G LOGLOGLOGLOG L O G L O G L O G L O G LO G LOG LOG LO G LOG L O G LOG L O G LO G LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG LOG L O G LO G LOG LO G LOG LOG LOG L O G LOG L O G LOG LOG LOG LOG LOG LOG LOG LO G LOGLO G LOG LOG LOG LOG LOG LOG Z Z Z Z Z W W DFUHV ( ( Z W Z W SSRKZERKZZRKZH SSRKZHRKZV W W Z Z Z Z W 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 8D 66 66 66 66 66 66 66 : : : : : : : 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 : : : : : : : : : : : : : : : ::: :: :: ::::: : :66 66 : : : : 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 6 6 6 6 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 6666 : 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 :0 :0 66 66 66 66 66 66 66 66 6666 6666 6666 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 66 :0 :0 :0:0 :0 :0:0 :0 66 66 66 66 66 66 66 66 :0 :0 :0 :0 :0 :0 G 0 (0 G0 ( 0 G 0 ( 0 G0 (0 (0 G0 G0 (0 (0 G0 (0 G0 (0 G0 G0 G0 (0(0 G0 G0 (0 (0 (0 G0 (0 G0G0 (0 G0G0G0 (0(0(0( 0 G 0 (0 G0 G0 ( 0 ( 0 G 0 ( 0 G0 (0 (0 G0 G0 (0 (0 G0 (0 G0 (0 G0 (0 G0 G0 (0 G0 (0 G0 (0 G0 (0 (0 G0 (0 G0 (0 G0 :0 :0 (0 :0 ( 0 G0 (0 G0 ( 0 G0 (0 G 0 :0 G0 :0 66 6666 6666 6666 66 6666 6666 66 66666666 G0 G0(0 (0 G0(0 G0 (0G0 G0 (0 (0 66 6666 6666 66 6666 66 (0 G0 :0 (0 G0 (0 G0 (0 G0 (0 G0 (0 G0 (0 G0 (0 G0 G 0 : 66666666666666 666666666666 6666666666666666 66 66 6666 66 66 66 6666 66 66 6666 6666 66 6666 66666666 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 &6 6666 6666 66 66 66 66 66 66 66 66 G0 (0 ::: : : : : : : : : : ::::::: ::::::::: :::::::::::::::: :: :: :0 :0 :0 &6 &6 &6 &O 8D & O &O &O&O &O &O &O 8D 8D & O &O &O 8D &O &O &O &O &O &O&O 8 D 8 D 8 D &O &O &O &O 6666 &O&O 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8( F F 35O3(57<%O81D$5< 35O3O6(D1$785$L+$%,7$7%8FF(5 67O50:$7(587,L,7< :$7(587,L,7< G$687,L,7< 6$1,7$5<6(:(587,L,7< (;,67,1G(L(&75,&87,L,7< (;,67,1GO9(5+($D(L(&75,&87,L,7< (;,67,1G67O50:$7(5 (;,67,1GG$6L,1( (;,67,1G6$1,7$5<87,L,7< (;,67,1G:$7(5L,1( (;,67,1G7(L(3+O1(87,L,7< (;,67,1G&$%L( 5(48,5(D1$785$L+$%,7$7%8FF(5 (;,67,1GF(1&( 35O3O6(DF(1&( 81D(5G5O81D(L(&75,& F,5(6(59,&(L,1( LOG L,0,76OFG5$D,1G L,0,76OFD,6785%$1&(LOD D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : L L $ 1 D 6 & $ 3 ( 3 L $ 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L L $ 1 D 6 & $ 3 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S L$1D6&$3(3L$1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ 6&$L( .(<0$3 LLLL LL L LLL LL 0($DO:6$7 5(D:OOD 1O5 7 + F , ( L D 5( D : O O D 6 7 0$7&+L,1(6((6+((7L 0$ 7 & + L , 1 ( 6 ( ( 6 + ( ( 7 L L 681,G$5O$D L $3(50,70867%(O%7$,1(DF5O07+(&,7<FO5(67(5 %(FO5($1<75((6O56+58%6$61O7(DO17+,63L$1$5( 3L$17(D3581(DO55(0O9(D,17+(38%L,&5,G+7OF:$< 7+,6,1&L8D(6=O1(6%(7:((17+(6,D(:$L.$1D&85% 0(D,$16$1DO7+(5&,7<35O3(57<7+,63(50,76+$LL $335O9(7+(LO&$7,O1$1D63(&,(67O%(3L$17(DF$,L85( 7OO%7$,17+,63(50,7,6$9,OL$7,O1OF7+(&,7<OFFO57 &OLL,16&OD(68%-(&77O&,7$7,O16(&7,O1$1D0$< $L6O5(68L7,15(3L$&,1GO55(LO&$7,1G75((6$1D$ +OLDO1&(57,F,&$7(OFO&&83$1&< 3L$176&+(D8L( L(G(1D ST 3 - PA 1 - QSS 3 - GDE 2 - CSP 2 - JO 2 - CSP RE D W O O D ST R E E T PROPOSED NATURAL HABITAT BUFFER ZONE EXISTING TELEPHONE VAULT CRITICAL ROOT ZONE OF EXISTING TREES CRITICAL ROOT ZONE OF EXISTING TREES CRUSHER FINES TRAIL UTILITY & PEDESTRIAN ACCESS AND TRAIL EASEMENT 10'-6" PUBLIC ACCESS ESMT LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LODLOD LO D LOD LOD LO D L O D LOD LO D L O D LOD LOD L O D LOD LOD LOG LO G LOG LOG LO G L O G LOG L O G L O G LOG LOG LO G LO G LOG LOG LOG LOG LOG LO G LOG LOG LO G LOG LOG L O G LOG LOG 55.263 acres pp ohw2eohw3s 6'' UD6'' UD 6'' UD 6'' UD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SSSS SS SSSS SS SSSS SSSS SSSS SSSS SSSS SS SS SS SSSS SSSS WM WM WM WM WM SSSS SSSS SS SS SS SS SS SS WM SS W W W W W W W W W WW F F F F F F F F F F W F WW FF F W F W W F W F W F W F W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW W F WF W F W F W F W F W F W F W F EL E C ELEC ELEC ELEC ELEC ELE C ELEC ELE C ELE C ELE C EL E C EL E C EL E C EL E C ELEC ELEC ELEC E L E C ELEC ELEC ELEC ELE C ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C EL E C EL E C WM WM WM WM WM SS W WM SS SS 6'' U D 6'' U D 6'' U D RAM P RAM P RAMP EV CHARG I N G ONLY RAM P RAM P RAM P RAM P 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 71,179 SF02-04 REFERENCE NOTES SCHEDULE PROP 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL IRRIGATED TURF 704 SF RIPARIAN SEED MIX 63 SF STORMTECH MIX 15,309 SF 02-02 02-05 02-09 REFERENCE NOTES SCHEDULE PROPOSE 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,688 SF02-04 REFERENCE NOTES SCHEDULE PROP NHB 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,249 SF02-04 REFERENCE NOTES SCHEDULE PROP NHBZ 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL WOOD MULCH 14,641 SF UPLAND NATIVE SEED MIX 26,723 SF ROCK MULCH 2,565 SF LOW GROW NATIVE SEED MIX 1,431 SF RAINGARDEN MIX 6,121 SF 02-01 02-04 02-07 02-08 02-10 REFERENCE NOTES SCHEDULE {\fArial CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES PLANT SCHEDULE PROP MMM M M M M M M M M M M MMM M M M M M M M M M M M M M M M M M M M MM M M M MM 100'-0" WETLAND BUFFER PROPERTY BOUNDARY PEDESTRIAN ANDBIKE TRAIL CONNECTION, SEE NOTE 19 EXISTING TREES TO REMAIN IRRIGATION SERVICE WETLAND PROTECTION FENCE 01 HARDSCAPE SYMBOL DESCRIPTION PAVERS 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION WOOD MULCH IRRIGATED TURF UPLAND NATIVE SEED MIX RIPARIAN SEED MIX EMERGENT SEED MIX ROCK MULCH LANDSCAPE MATERIAL SCHEDULE LOW GROW NATIVE SEED MIX STORMTECH MIX RAINGARDEN MIX M TREE MITIGATION TAG - REFER TO MITIGATION PLAN FOR MORE DETAIL - 2" CAL. SHADE TREE OR 8' HT. EVERGREEN CODE COMMON NAME TREES CSP WESTERN CATALPA COS COMMON HACKBERRY QRR PURPLE TRICOLOR BEECH GB MAIDENHAIR TREE GDE SEEDLESS KENTUCKY COFFEETREE PAC BLOODGOOD LONDON PLANETREE PA NARROWLEAF POPLAR PSS PLAINS COTTONWOOD PA2 LANCELEAF COTTONWOOD QB TEXAS RED OAK QM CHINKAPIN OAK QSS SHUMARD RED OAK SA PEACH LEAF WILLOW TAS AMERICAN LINDEN UDC CHOICE CITY DAVID ELM UA ACCOLADE ELM EVERGREEN TREES JO UTAH JUNIPER JS ROCKY MOUNTAIN JUNIPER JB BLUE ARROW JUNIPER JM MOONGLOW JUNIPER PPB BAKERI SPRUCE PPH HOOPSI SPRUCE PNA AUSTRIAN PINE PP PONDEROSA PINE ORNAMENTAL TREES ATH HOT WINGS MAPLE AS2 SERVICEBERRY AAO STANDING OVATION SERVICEBERRY CC EASTERN REDBUD MSP SPRING SNOW CRAB APPLE MRB RED BARRON CRAB APPLE MCO CORALBURST CRABAPPLE PAA AMERICAN PLUM PCA `CRIMSON POINTE FLOWERING PLUM PM WESTERN CHOKEBERRY PO SUCKER PUNCH CHOKECHERRY SRE JAPANESE LILAC TREE SHRUBS AS SERVICEBERRY AAR REGENT SERVICEBERRY AF FALSE INDIGO AU KINNIKINNICK ACP PANCHITO MANZANITA AC FOURWING SALTBUSH BTC CONCORDE JAPANESE BARBERRY BTH CRIMSON PYGMY BARBERRY BTM GOLDEN NUGGET™ JAPANESE BARBERRY BDA NANHO BLUE BUTTERFLY BUSH BGV GREEN VELVET BOXWOOD CPY PYGMY PEASHRUB CCM BLUE MIST SPIREA CM FERNBUSH CV YELLOW RABBITBRUSH CAB IVORY HALO® DOGWOOD CR2 RED TWIG DOGWOOD CSF ARCTIC FIRE® RED TWIG DOGWOOD CC2 COLORADO RED TWIG DOGWOOD DBC CAROL MACKIE DAPHNE EAL BURNING BUSH EAC DWARF BURNING BUSH FP APACHE PLUME FCO GOLD TIDE® FORSYTHIA HAR INCREDIBALL® HYDRANGEA HME ENDLESS SUMMER HYDRANGEA JSU BUFFALO JUNIPER JSW WOODWARD COLUMNAR JUNIPER LVI GOLDEN PRIVET PMI LITTLELEAF MOCKORANGE PSN SNOWBELLE MOCK ORANGE POC CENTER GLOW NINEBARK POL LITTLE DEVIL™ DWARF NINEBARK PAN BIRD'S NEST NORWAY SPRUCE PPS ST. MARY'S BROOM COLORADO SPRUCE PMB BIG TUNA MUGO PINE PMS SLOWMOUND MUGO PINE PMW WHITE BUD MUGO PINE PFR BUSH CINQUEFOIL PFU MANGO TANGO® BUSH CINQUEFOIL PBP DWARF WESTERN SAND CHERRY RG SMOOTH SUMAC RT SKUNKBUSH SUMAC RTA GRO LOW SUMAC RA AUTUMN AMBER SUMAC RG2 GWEN'S BUFFALO GOLDEN CURRANT RMS MORDEN SUNRISE SHRUB ROSE RNW NEARLY WILD SHRUB ROSE RA2 CUTLEAF CONEFLOWER SP PUSSY WILLOW SD DRUMMOND'S WILLOW SA4 HARDSTEM BULRUSH SBG GOLDFLAME SPIREA SBN NEON FLASH SPIREA SO WESTERN SNOWBERRY SXK MAGICAL® MANDY SNOWBERRY SPM MISS KIM DWARF LILAC SS SENSATION LILAC SBL BLOOMERANG SERIES LILAC VDE BLUE MUFFIN ARROWWOOD VIBURNUM VPS SUMMER SNOWFLAKE VIBURNUM WFL SPILLED WINE® WEIGELA W G SS E ST ST OE OE G SS W UT CTVU CTVU X UE F F = PROPERTY BOUNDARY = PROPOSED NATURAL HABITAT BUFFER = STORMWATER UTILITY = WATER UTILITY = GAS UTILITY = SANITARY SEWER UTILITY = EXISTING ELECTRIC UTILITY = EXISTING OVERHEAD ELECTRIC UTILITY = EXISTING STORMWATER = EXISTING GAS LINE = EXISTING SANITARY UTILITY = EXISTING WATER LINE = EXISTING TELEPHONE UTILITY = EXISTING CABLE = REQUIRED NATURAL HABITAT BUFFER = EXISTING FENCE = PROPOSED FENCE = UNDERGROUND ELECTRIC = FIRE SERVICE LINE LOG = LIMITS OF GRADING = LIMITS OF DISTURBANCELOD DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L3 0 L A N D S C A P E P L A N E N L A R G E M E N T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 7 P M Fi l e N a m e : L4 L A N D S C A P E P L A N . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 LANDSCAPE PLAN ENLARGEMENT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L30 NORTH 0 10 20 40 SCALE: 1"=20'-0" KEY MAP L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 MEADOWS AT REDWOOD NOR T H F I E L D RE D W O O D S T . SUNIGA ROAD MATCH LINE SEE SHEET L28 L30 L31 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. TRACT A NOTE: 1. FOR ANY UTILITY EXCAVATION WORK WITHIN CRITICAL ROOT ZONES IN TRACT A, HYDROEXCAVATION SHOULD BE USED. CONTACT FORESTRY IF ROOTS GREATER THAN 3 INCHES ARE ENCOUNTERED. 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5,3$5,$16((D0,; (0(5G(176((D0,; 5O&.08L&+ L$1D6&$3( 0$7(5,$L 6&+(D8L( LO:G5O:1$7,9(6((D0,; 67O507(&+0,; 5$,1G$5D(10,; 0 75((0,7,G$7,O17$G5(F(57O0,7,G$7,O13L$1FO5 0O5(D(7$,L&$L6+$D(75((O5 +7(9(5G5((1 D5$:,1G180%(5 ,668(D 35O-(&71R D5$:1%< 5(9,(:(D%< 6($L PREPARED BY: 1RD(6&5,37,O1 D$7( 5(9,6,O16 1RD(6&5,37,O1 D$7( Pl o t t e d B y : +D L O H \ - R U J H Q V H Q La y o u t : 1O 5 7 + : ( 6 7 D ( 7 ( 1 7 , O 1 ( 1 L $ 5 G ( 0 ( 1 7 Pr i n t e d O n : 3 0 Fi l e N a m e : L L $ 1 D 6 & $ 3 ( 3 L $ 1 G Z J O5,G,1$L6,=(; ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 5,3L(<D(6,G1,1& &DQ\RQ$YH6XLWH FRUW&ROOLQV&O S I D+,&O0081,7,(6 .\OH+HQGHUVRQ S ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT +.6 0LFKDHO0RRUH3( LLQFROQ6WUHHW6XLWH DHQYHU&O S APPLICANT &DQ\RQ$YH6XLWHFRUW&ROOLQV&O SKRQH_ID[_ZZZULSOH\GHVLJQLQFFRP ARCHITECT .7G< DRXJ+HDWRQ WK6WUHHW6XLWH DHQYHU&O S 1O57+:(67 D(7(17,O1 (1L$5G(0(17 F,1$LD(9(LO30(17 3L$1 (1&L$9($7 5(D:OOD FD3 FD3 FO57&OLL,16&O .5 $GLO.6+- 5 L 1O57+ 6&$L( .(<0$3 LLLL LL L LL L LL 0($DO:6$7 5(D:OOD 1O5 7 + F , ( L D 5( D : O O D 6 7 681,G$5O$D $3(50,70867%(O%7$,1(DF5O07+(&,7<FO5(67(5 %(FO5($1<75((6O56+58%6$61O7(DO17+,63L$1$5( 3L$17(D3581(DO55(0O9(D,17+(38%L,&5,G+7OF:$< 7+,6,1&L8D(6=O1(6%(7:((17+(6,D(:$L.$1D&85% 0(D,$16$1DO7+(5&,7<35O3(57<7+,63(50,76+$LL $335O9(7+(LO&$7,O1$1D63(&,(67O%(3L$17(DF$,L85( 7OO%7$,17+,63(50,7,6$9,OL$7,O1OF7+(&,7<OFFO57 &OLL,16&OD(68%-(&77O&,7$7,O16(&7,O1$1D0$< $L6O5(68L7,15(3L$&,1GO55(LO&$7,1G75((6$1D$ +OLDO1&(57,F,&$7(OFO&&83$1&< L L(G(1D L 5(48,5(D1+%= (;,67,1G :(7L$1D 5 ( D : O O D 6 7 5 ( ( 7 &O1,F(5675((7 35O3(57<%O81D$5< F,(LDLO&$7( DO:1(DLOG6F5O0 6,7(75((5(0O9$L DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : LA N D S C A P E D E T A I L S Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 7 P M Fi l e N a m e : LA N D S C A P E D E T A I L S . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 LANDSCAPE DETAILS FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L32 P R E V A I L I N G W I N D NOTES: SET S0 THAT TOP OF ROOT 1-2" HIGHER THAN FINISHED GRADE MARK NORTH SIDE OF TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE 2 STRAND 12 GAUGE GAL. WIRE (TWIST TO TIGHTEN) & GROMMETED NYLON STRAPS THREE (3) TWO INCH LODGE POLE STAKES DRIVEN (MIN. 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE OF PLANTING HOLE BEFORE BACKFILLING STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK PLAN VIEW - THREE STAKES 3 X BALL DIA. TREE PLANTING DETAIL - WOOD POSTS SCALE: NTS SCARIFY SIDES OF HOLE LEAVING 1:1 SLOPE ROUND TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. (OMIT IN TURF AREAS) BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOL.) ORGANIC MATERIAL PLACE FIRMLY BUT DON'T TAMP OR COMPACT AROUND ROOT BALL. WATER WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 4" DEEP MULCH RING PLACED A MINIMUM OF 6' IN DIAMETER. 1" MULCH OVER ROOT BALL. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL OP-EN-01 1 STAKING NOTES: STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON AS FOLLOWS: 1 1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND. (GENERALLY N.W. SIDE) 1 1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE 3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1 1/2" OF GROWTH AND BUFFER ALL BRANCHES FROM WIRE GUYING PLAN PLANT SO THAT TOP OF ROOT BALL IS 2" HIGHER THAN FINISHED GRADE GROMMETED NYLON STRAPS GALVANIZED WIRE TWIST TO TIGHTEN THREE (3) TWO INCH LODGE POLE STAKES DRIVEN (MIN. 24") FIRMLY INTO UNDISTURBED SOIL OUTSIDE ROOTBALL. SCARIFY SIDES OF PLANTING HOLE LEAVING 1:1 SLOPE PRUNING NOTES: DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN 3 X BALL DIA. P R E V A I L I N G W I N D 4" DEEP MULCH RING PLACED A MINIMUM OF 6' IN DIAMETER. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK CONIFER TREE PLANTING DETAIL - WOOD POSTS SCALE: NTS BACKFILL WITH BLEND OF EXISTING SOIL AND A MAXIMUM 20% (BY VOL.) ORGANIC MATERIAL TAMP SOIL AROUND ROOT BALL W/ FOOT PRESSURE SO THAT IT DOESN'T SHIFT. WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. (OMIT IN TURF AREAS) REMOVE ALL WIRE, TWINE BURLAP, MESH AND CONTAINERS FROM ENTIRE ROOT BALL AND TRUNK OP-EN-02 2 PRUNING NOTES: DO NOT HEAVILY PRUNE SHRUB AT PLANTING. PRUNE ONLY DEAD OR BROKEN BRANCHES. IF FORM IS COMPROMISED BY PRUNING, REPLACE SHRUB PLACEMENT NOTES: ·SET SHRUB PLUMB. SPACE PLANTS, AND PLACE FOR BEST EFFECT ·SET TOP OF ROOTBALL 1-2" HIGHER THAN ADJACENT GRADE SCARIFY SIDES AND USE 1:1 SLOPE 4" DEEP MULCH RING 3' IN DIA. PLACE ON GEOTEXTILE WEED BARRIER. 1" OF MULCH ON TOP OF ROOT BALL REMOVE CONTAINER (INCLUDING FIBER CONTAINERS), BASKETS, WIRE, ETC. FROM THE ROOT BALL. BREAK UP ENCIRCLING ROOTS WITH SHARP KNIFE OR SPADE. SPLIT BOTTOM OF ROOT BALL. PLACE ON UNDISTURBED SOIL TO PREVENT SETTLEMENT. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. BACKFILL WITH BLEND OF EXISTING SOIL AND A MAX. 20% (BY VOL.) ORGANIC MATERIAL. WATER THOROUGHLY TO SETTLE AND REMOVE AIR POCKETS 2 X BALL DIA. 4" HIGH WATER SAUCER SHRUB PLANTING DETAIL SCALE: NTS 3 OP-EN-03 POOL GATE - ORNAMENTAL FENCE NTS GATE LEVER WITH OWNER PROVIDED CARD READER, KEY LOCK ON OUTSIDE ONLY EXPANDED METAL PANEL TO PREVENT REACH THROUGH, BOTH SIDES (FLUSH FINISH PAINT TO MATCH FENCE) NOTES: 1.GRIND ALL WELDS SMOOTH 2.ALL METAL PIECES TO BE PREFINISHED BLACK ALUMINUM. COLOR TO BE BLACK SEMI-GLOSS. 3.PLATES TO BE WELDED TO THE POST WITH A CONTINUOUS 1/4" WELD GROUND SMOOTH AND ALL PRIMED/PAINTED TO MATCH THE FENCE. 4.ANCHOR SYSTEM TO BE RED HEAD TRU-BOLT WEDGE ANCHOR 1/4" X 21/8" WW304S.S (OR APPROVED EQUAL). 5.SELF-CLOSING SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 6.ALL POOL GATES TO HAVE FULL PANIC BAR AND WEATHERPROOF ELECTRIC STRIKE, 7.FENCE FABRICATOR TO PROVIDE SHOP DRAWING FOR INSTALLATION AND GROUNDING. FINISH GRADE 4" SQ. TUB. POST AT GATES, TYP. TOP OF GATE TO BE LEVEL WITH FENCE - REFERENCE FENCE DETAIL FOR ADDITIONAL DETAILING (2) SELF-CLOSING HINGES (TYP.) KANT-SLAM SELF CLOSING GATE MECHANISM BY: KANT-SLAM DOOR CHECK CO. 1 (800) 233-2051 SET POST IN 10" DIA. CONC FOOTING, SHAPE TOP TO SHED WATER AWAY FROM POST 1 2" SQ. TUBULAR METAL PICKETS (SPACING NOT TO EXCEED 4" O.C.) 6' - 0 " 2" CLEAR 30 " M I N . 3'-6" 1" 1'-6" 1" POOL GATE PANIC BAR & WEATHERPROOF ELECTRIC STRIKE ON INSIDE ONLY. 3' - 0 " MI N . 4' - 0 " MA X EXPANDED METAL PANEL WITH FLUSH FACE TO COMPLY WITH ADA SECTION 404.2.10 1'-6" CLEAR MIN. 5 OP-WA2-06 4"X6" POST, TYP. PLAN ELEVATION HORIZONTAL PRIVACY FENCE NTS 6'-0" 8'-0", TYP. 4"X1" PLANK 6"X1" PLANK1" L-PL2-FEN-17 6 3'-0" WOOD POSTS AND RAILS 3 RAIL FENCE 1/2" = 1'-0" 8'-0" 4 OP-EN-05 DOWNED LOG ANCHORING 1/2" = 1'-0" EYEBOLT GALVANIZED CABLE DOWNED LOG FROM SITE TREE REMOVAL 2'-6" 7 OP-EN-06 GUARDRAIL 1/2" = 1'-0" 1/2" SQ. GALVANIZED/ PAINTED POCKETS AT 4" O.C. MAX. 4" 3'-6" 3" 1 1/2" POSTS, GALVANIZED/PAINTED NOTE: GUARDRAILS SHALL BE PROVIDED ADJACENT TO WALLS TALLER THAN 30", SEE CIVIL FOR DETAILS AND GRADES OP-EN-08 8 60+ TREES ≤ 15%COUNT PROPOSED TREE SPECIES CANOPY TREES (48.9%) 2.6%17 CATALPA SPECIOSA / WESTERN CATALPA 1.7%11 CELTIS OCCIDENTALIS ' PRARIE SENTINEL' / PRAIRIRE SENTINEL HACKBERRY 1.7%11 FAGUS SYLVATICA 'PURPUREA TRICOLOR' / PURPLE TRICOLOR BEECH 1.8%12 GINKGO BILOBA / MAIDENHAIR TREE 1.5%10 GYMNOCLADUS DIOICA 'ESPRESSO' / SEEDLESS KENTUCKY COFFEETREE 2.5%16 PLATANUS X ACERIFOLIA 'BLOODGOOD' / BLOODGOOD LONDON PLANETREE 3.9%25 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR 1.4%9 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD 3.9%25 POPULUS X ACUMINATA / LACELEAF COTTONWOOD 2.9%19 QUERCUS BUCKLEYI / TEXAS RED OAK 2.9%19 QUERCUS MUEHLENBERGII / CHINKAPIN OAK 6.8%44 QUERCUS SHUMARDII / SHUMARD RED OAK 4.8%31 SALIX AMYGDALOIDES / PEACH LEAF WILLOW 5.4%35 TILIA AMERICANA 'SENTRY' / AMERICAN LINDEN 2.8%18 ULMUS DAVIDIANA 'CHOICE CITY' / CHOICE CITY DAVID ELM 1.8%12 ULMUS X 'ACCOLADE' / ACCOLADE ELM EVERGREEN TREES (17.9%) 0.8%5 JUNIPERUS OSTEOSPERMA / UTAH JUNIPER 3.5%23 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER 1.1%7 JUNIPERUS SCOPULORUM 'BLUE ARROW' /BLUE ARROW JUNIPER 4.0%26 JUNIPERUS SCOPULORUM 'MOONGLOW' / MOONGLOW JUNIPER 1.8%12 PICEA PUNGENS ' BAKER' / BAKERI SPRUCE 3.4%22 PICEA PUNGENS 'HOOPSII' / HOOPSI SPRUCE 2.3%15 PINUS NIGRA / AUSTRIAN PINE 0.3%2 PINUS PONDEROSA / PONDEROSA PINE ORNAMENTAL TREES (33.1%) 4.8%31 ACER TATARICUM 'HOT WINGS' / HOT WINGS MAPLE 0.8%5 AMELANCHIER ALNIFOLIA / SERVICEBERRY 2.5%16 AMELANCHIER ALNIFOLIA 'OBELISK' / STANDING OVATION SERVICEBERRY 1.4%9 CERCIS CANADENSIS / EASTERN REDBUD 4.8%31 MALUS 'SPRING SNOW' / SPRING SNOW CRAB APPLE 4.6%30 MALUS X 'RED BARRON' / RED BARRON CRAB APPLE 1.4%9 MALUS X 'CORALCOLE' TM / CORALBURST CRABAPPLE 1.7%11 PRUNUS AMERICANA / AMERICAN PLUM 5.1%33 PRUNUS CERASIFERA 'CRIMSON POINTE' / CRIMSON POINTE FLOWERING PLUM 1.4%9 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKECHERRY 2.0%13 PRUNUS X "P002S" TM / SUCKER PUNCH CHOKECHERRY 4.0%26 SYRINGA RETICULATA / JAPANESE LILAC TREE TOTAL 649 TREE SPECIES DIVERSITY CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES PSS 3 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD B & B 2"CAL PA2 6 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL SA 23 SALIX AMYGDALOIDES / PEACH LEAF WILLOW B & B 2"CAL EVERGREEN TREES JS 4 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT PP 2 PINUS PONDEROSA / PONDEROSA PINE B & B 6` HT ORNAMENTAL TREES AS2 5 AMELANCHIER ALNIFOLIA / SERVICEBERRY B & B 1.5"CAL PAA 11 PRUNUS AMERICANA / AMERICAN PLUM B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AS 3 AMELANCHIER ALNIFOLIA / SERVICEBERRY 5 GAL AC 8 ATRIPLEX CANESCENS / FOURWING SALTBUSH 5 GAL CV 18 CHRYSOTHAMNUS VISCIDIFLORUS / YELLOW RABBITBRUSH 5 GAL CR2 14 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL FP 3 FALLUGIA PARADOXA / APACHE PLUME 5 GAL PLANT SCHEDULE NW WETLAND ULMUS X `ACCOLADE` / ACCOLADE ELM EVERGREEN TREES JO 5 JUNIPERUS OSTEOSPERMA / UTAH JUNIPER B & B 6` HT JS 23 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT 6` HT JB 7 JUNIPERUS SCOPULORUM 'BLUE ARROW' / BLUE ARROW JUNIPER B & B 6` HT JM 26 JUNIPERUS SCOPULORUM 'MOONGLOW' / MOONGLOW JUNIPER B & B 6` HT PPB 12 PICEA PUNGENS `BAKERI` / BAKERI SPRUCE B & B 6` HT 6` HT PPH 22 PICEA PUNGENS `HOOPSII` / HOOPSI SPRUCE B & B 6` HT 6` HT PNA 15 PINUS NIGRA / AUSTRIAN PINE B & B 6` HT 6` HT PP 2 PINUS PONDEROSA / PONDEROSA PINE B & B 6` HT 6` HT. ORNAMENTAL TREES ATH 31 ACER TATARICUM `HOT WINGS` / HOT WINGS MAPLE B & B 1.5"CAL AS2 5 AMELANCHIER ALNIFOLIA / SERVICEBERRY B & B 1.5"CAL AAO 16 AMELANCHIER ALNIFOLIA `OBELISK` / STANDING OVATION SERVICEBERRY B & B 1.5"CAL CC 9 CERCIS CANADENSIS / EASTERN REDBUD B & B 1.5"CAL MSP 31 MALUS `SPRING SNOW` / SPRING SNOW CRAB APPLE B & B 1.5"CAL MRB 30 MALUS X `RED BARRON` / RED BARRON CRAB APPLE B & B 1.5"CAL MCO 9 MALUS X 'CORALCOLE' TM / CORALBURST CRABAPPLE B & B 1.5"CAL PAA 11 PRUNUS AMERICANA / AMERICAN PLUM B & B 1.5"CAL PCA 34 PRUNUS CERASIFERA `CRIMSON POINTE` / `CRIMSON POINTE FLOWERING PLUM B & B 1.5"CAL PM 9 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKEBERRY B & B 1.5"CAL PO 13 PRUNUS X `P002S` TM / SUCKER PUNCH CHOKECHERRY B & B 1.5"CAL SRE 26 SYRINGA RETICULATA / JAPANESE LILAC TREE B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AS 40 AMELANCHIER ALNIFOLIA / SERVICEBERRY 5 GAL AAR 70 AMELANCHIER ALNIFOLIA 'REGENT' / REGENT SERVICEBERRY 5 GAL AF 6 AMORPHA FRUTICOSA / FALSE INDIGO 5 GAL AU 25 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 5 GAL ACP 18 ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO` / PANCHITO MANZANITA 5 GAL AC 8 ATRIPLEX CANESCENS / FOURWING SALTBUSH 5 GAL BTC 136 BERBERIS THUNBERGII 'CONCORDE' / CONCORDE JAPANESE BARBERRY 5 GAL BTH 70 BERBERIS THUNBERGII `CRIMSON PYGMY` / CRIMSON PYGMY BARBERRY 5 GAL BTM 92 BERBERIS THUNBERGII 'MONLERS' / GOLDEN NUGGET™ JAPANESE BARBERRY 5 GAL BDA 45 BUDDLEJA DAVIDII 'NANHO BLUE' / NANHO BLUE BUTTERFLY BUSH 5 GAL BGV 86 BUXUS X 'GREEN VELVET' / GREEN VELVET BOXWOOD 5 GAL CPY 21 CARAGANA PYGMAEA / PYGMY PEASHRUB 5 GAL CCM 165 CARYOPTERIS X CLANDONENSIS `BLUE MIST` / BLUE MIST SPIREA 5 GAL CM 9 CHAMAEBATIARIA MILLEFOLIUM / FERNBUSH 5 GAL CV 18 CHRYSOTHAMNUS VISCIDIFLORUS / YELLOW RABBITBRUSH 5 GAL CAB 62 CORNUS ALBA 'BAILHALO' / IVORY HALO® DOGWOOD 5 GAL CR2 32 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL CSF 76 CORNUS SERICEA 'FARROW' / ARCTIC FIRE® RED TWIG DOGWOOD 5 GAL CC2 34 CORNUS SERICEA COLORADENSIS / COLORADO RED TWIG DOGWOOD 5 GAL DBC 88 DAPHNE X BURKWOODII 'CAROL MACKIE' / CAROL MACKIE DAPHNE 5 GAL EAL 25 EUONYMUS ALATUS / BURNING BUSH 5 GAL EAC 8 EUONYMUS ALATUS `COMPACTUS` / DWARF BURNING BUSH 5 GAL FP 27 FALLUGIA PARADOXA / APACHE PLUME 5 GAL FCO 191 FORSYTHIA X 'COURTASOL' / GOLD TIDE® FORSYTHIA 5 GAL HAR 99 HYDRANGEA ARBORESCENS 'ABETWO' / INCREDIBALL® HYDRANGEA 5 GAL HME 11 HYDRANGEA MACROPHYLLA `ENDLESS SUMMER` / ENDLESS SUMMER HYDRANGEA 5 GAL JSU 6 JUNIPERUS SABINA `BUFFALO` / BUFFALO JUNIPER 5 GAL JSW 4 JUNIPERUS SCOPULORUM `WOODWARD` / WOODWARD COLUMNAR JUNIPER 10 GAL 10 GAL LVI 86 LIGUSTRUM X VICARYI / GOLDEN PRIVET 5 GAL PMI 73 PHILADELPHUS MICROPHYLLUS / LITTLELEAF MOCKORANGE 5 GAL PSN 56 PHILADELPHUS X 'SNOWBELLE' / SNOWBELLE MOCK ORANGE 5 GAL POC 33 PHYSOCARPUS OPULIFOLIUS 'CENTER GLOW' / CENTER GLOW NINEBARK 5 GAL POL 91 PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' / LITTLE DEVIL™ DWARF NINEBARK 5 GAL PAN 51 PICEA ABIES 'NIDIFORMIS' / BIRD'S NEST NORWAY SPRUCE 5 GAL PPS 42 PICEA PUNGENS 'ST. MARY'S BROOM' / ST. MARY'S BROOM COLORADO SPRUCE 5 GAL PMB 18 PINUS MUGO `BIG TUNA` / BIG TUNA MUGO PINE 5 GAL - PMS 86 PINUS MUGO 'SLOWMOUND' / SLOWMOUND MUGO PINE 5 GAL PMW 65 PINUS MUGO 'WHITE BUD' / WHITE BUD MUGO PINE 5 GAL PFR 10 POTENTILLA FRUTICOSA / BUSH CINQUEFOIL 5 GAL PFU 140 POTENTILLA FRUTICOSA 'UMAN' / MANGO TANGO® BUSH CINQUEFOIL 5 GAL PBP 19 PRUNUS BESSEYI `PAWNEE BUTTES` / DWARF WESTERN SAND CHERRY 5 GAL RG 24 RHUS GLABRA / SMOOTH SUMAC 5 GAL RT 26 RHUS TRILOBATA / SKUNKBUSH SUMAC 5 GAL RTA 17 RHUS TRILOBATA `GRO LOW` / GRO LOW SUMAC 5 GAL RA 9 RHUS TRILOBATA 'AUTUMN AMBER' / AUTUMN AMBER SUMAC 5 GAL RG2 6 RIBES AUREUM 'GWEN'S BUFFALO' / GWEN'S BUFFALO GOLDEN CURRANT 5 GAL RMS 6 ROSA SHRUB `MORDEN SUNRISE` / MORDEN SUNRISE SHRUB ROSE 5 GAL RNW 33 ROSA X `NEARLY WILD` / NEARLY WILD SHRUB ROSE 5 GAL RA2 59 RUDBECKIA LACINIATA AMPLA / CUTLEAF CONEFLOWER 5 GAL SP 29 SALIX DISCOLOR / PUSSY WILLOW 5 GAL SD 16 SALIX DRUMMONDIANA / DRUMMOND'S WILLOW 5 GAL SA4 14 SCIRPUS ACUTUS / HARDSTEM BULRUSH 5 GAL SBG 218 SPIRAEA X BUMALDA 'GOLDFLAME' / GOLDFLAME SPIREA 5 GAL SBN 179 SPIRAEA X BUMALDA 'NEON FLASH' / NEON FLASH SPIREA 5 GAL SO 16 SYMPHORICARPOS OCCIDENTALIS / WESTERN SNOWBERRY 5 GAL SXK 212 SYMPHORICARPOS X 'KOLMAMAN' / MAGICAL® MANDY SNOWBERRY 5 GAL SPM 15 SYRINGA PATULA `MISS KIM` / MISS KIM DWARF LILAC 5 GAL SS 8 SYRINGA VULGARIS 'SENSATION' / SENSATION LILAC 5 GAL SBL 99 SYRINGA X 'BLOOMERANG' / BLOOMERANG SERIES LILAC 5 GAL VDE 113 VIBURNUM DENTATUM 'BLUE MUFFIN' / BLUE MUFFIN ARROWWOOD VIBURNUM 5 GAL VPS 86 VIBURNUM PLICATUM TOMENTOSUM 'SUMMER SNOWFLAKE' / SUMMER SNOWFLAKE VIBURNUM 5 GAL WFL 334 WEIGELA FLORIDA 'BOKRASPIWI' / SPILLED WINE® WEIGELA 5 GAL ORNAMENTAL GRASSES CBR 266 CALAMAGROSTIS BRACHYTRICHA / KOREAN FEATHER REED GRASS 1 GAL CAK 278 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' / KARL FOERSTER FEATHER REED GRASS 1 GAL HSE 103 HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS 1 GAL MSM 292 MISCANTHUS SINENSIS 'MORNING LIGHT' / MORNING LIGHT EULALIA GRASS 1 GAL MCV 518 MOLINIA CAERULEA 'VARIEGATA' / VARIEGATED MOOR GRASS 1 GAL PV 185 PANICUM VIRGATUM / SWITCH GRASS 1 GAL PAL 147 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' / LITTLE BUNNY FOUNTAIN GRASS 1 GAL SSB 425 SCHIZACHYRIUM SCOPARIUM 'BLAZE' / BLAZE LITTLE BLUESTEM 1 GAL SA2 55 SPOROBOLUS AIROIDES / ALKALI SACATON 1 GAL CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES PSS 3 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD B & B 2"CAL PA2 6 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL SA 16 SALIX AMYGDALOIDES / PEACH LEAF WILLOW B & B 2"CAL EVERGREEN TREES PP 2 PINUS PONDEROSA / PONDEROSA PINE B & B 6` HT ORNAMENTAL TREES AS2 5 AMELANCHIER ALNIFOLIA / SERVICEBERRY B & B 1.5"CAL CITY OWNED REDWOOD PARCEL TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES CSP 18 CATALPA SPECIOSA / WESTERN CATALPA B & B 2"CAL COS 11 CELTIS OCCIDENTALIS / COMMON HACKBERRY B & B 2"CAL QRR 11 FAGUS SYLVATICA 'PURPUREA TRICOLOR' / PURPLE TRICOLOR BEECH B & B 2"CAL GB 12 GINKGO BILOBA / MAIDENHAIR TREE B & B 2"CAL GDE 10 GYMNOCLADUS DIOICA `ESPRESSO` / SEEDLESS KENTUCKY COFFEETREE B & B 2"CAL PAC 16 PLATANUS X ACERIFOLIA `BLOODGOOD` / BLOODGOOD LONDON PLANETREE B & B 2"CAL PA 25 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL PSS 9 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD B & B 2"CAL PA2 25 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL QB 19 QUERCUS BUCKLEYI / TEXAS RED OAK B & B 2"CAL QM 19 QUERCUS MUEHLENBERGII / CHINKAPIN OAK B & B 2"CAL QSS 44 QUERCUS SHUMARDII / SHUMARD RED OAK B & B 2"CAL SA 31 SALIX AMYGDALOIDES / PEACH LEAF WILLOW B & B 2"CAL TAS 34 TILIA AMERICANA `SENTRY` / AMERICAN LINDEN B & B 2"CAL UDC 18 ULMUS DAVIDIANA 'CHOICE CITY' / CHOICE CITY DAVID ELM B & B 2"CAL UA 12 ULMUS X `ACCOLADE` / ACCOLADE ELM B & B 2"CAL PLANT SCHEDULE DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : L2 9 L A N D S C A P E D E T A I L S Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 1 P M Fi l e N a m e : LA N D S C A P E D E T A I L S . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 LANDSCAPE DETAILS FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L33 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. 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: 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. 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 SITE LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES (6 FEET ALLOWED BETWEEN TREES AND WATER SERVICE LINES WHERE SLEEVED) 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 12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14.IRRIGATED SOD SHALL BE TEXAS BLUEGRASS/KENTUCKY BLUEGRASS HYBRID VORTEX OR APPROVED EQUAL. 15.EDGING BETWEEN GRASS AND SHRUB BEDS SHALL BE 18" X 4" ROLLED TOP STEEL SET LEVEL WITH TOP OF SOD OR APPROVED EQUAL. 16.STRAW / COCONUT SOIL RETENTION BLANKET SHALL BE APPLIED TO ALL SEEDED AREAS ON SLOPES GREATER THAN 3:1. 17.THE PUBLIC RIGHTOFWAY LANDSCAPING ALONG E. SUNIGA RD. WILL BE MAINTAINED AND WATERED IN PERPETUITY BY THE HOA/ADJACENT PROPERTY OWNER. 18.LANDSCAPING WITHIN THE RECREATIONAL TRAIL EASEMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALL APPLICABLE CITY CODES, AND WILL REMAIN THE RESPONSIBILITY OF THE UNDERLYING LANDOWNER. LANDSCAPING MUST PROVIDE ACCEPTABLE CLEARANCES FROM THE TRAIL SURFACES AS SPECIFIED IN THE TRAIL MASTER PLAN. SPRAY IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND MAINTAINED TO AVOID SPRAY ON THE TRAIL SURFACE. 19.DEVELOPER SHALL PROVIDE BASIC MAINTENANCE OF THE OFFSITE PEDESTRIAN PATH LOCATED ON CITY PROPERTY, CONNECTING BETWEEN THE ENCLAVE AT REDWOOD DEVELOPMENT AND CONIFER STREET. THIS INCLUDES THE PORTIONS WITH TRACT B (CONVEYED TO CITY) AND THE CITY REDWOOD POND PROPERTY UNTIL THE NORTHERN TERMINATION OF THE PATH AT CONIFER STREET. DEVELOPER MAINTENANCE REQUIREMENTS INCLUDE SNOW AND ICE REMOVAL AND SWEEPING. THE DEVELOPER SHALL NOT BE RESPONSIBLE FOR OR PERFORM ANY OTHER ACTIONS BEYOND THESE ITEMS ON CITY PROPERTY. THE CITY SHALL BE RESPONSIBLE FOR AND PERFORM ANY AND ALL PAVEMENT MAINTENANCE FOR PORTIONS OF THIS PATH CITY PROPERTY. CITY WILL BE RESPONSIBLE FOR VEGETATION MAINTENANCE ON CITY PROPERTY. GENERAL LANDSCAPE NOTES 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 REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR. 4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE. 5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND SITE 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. OVERALL PLANT LIST (CONT.)TREE SPECIES DIVERSITY PER CITY OF FORT COLLINS 3.2.1(D)3 PROPOSED PLAN MUST HAVE A SPECIES DIVERSITY OF (10-19 TREES > 50%, 20-39 TREES > 33%, 40-59 TREES > 25%, 60+ TREES > 15%). NORTHWEST DETENTION PLANT LIST CITY OWNED PARCEL TREE LIST OVERALL PLANT LIST DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : RE S T O R A T I O N N O T E S Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 5 P M Fi l e N a m e : LA N D S C A P E D E T A I L S . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com RIPLEY DESIGN INC. 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 RESTORATION NOTES FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 NHBZ Goals In accordance with the City of Fort Collins guidelines (LUC 3.4.1) the Natural Habitat Buffer Zone should be managed to: 1.Preserve or enhance the ecological character or function and wildlife use of the natural habitat or feature and to minimize or adequately mitigate the foreseeable impacts of development. 2.Preserve or enhance the existence of wildlife movement corridors between natural habitats and features, both within and adjacent to the Site. 3.Enhance the natural ecological characteristics of the Site. If existing landscaping within the NHBZ is determined by the decision maker to be incompatible with the purposes of the buffer zone, then the applicant shall undertake restoration and mitigation measures such as re-grading and/or the replanting of native vegetation. 4.Protect seeded areas with slopes by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose depth over seeded areas. Spread by hand, blower, or other suitable equipment. Anchor straw mulch by crimping into soil with suitable mechanical equipment. 5.Provide appropriate human access to natural habitats and features and their associated NHBZ'S in order to serve recreation purposes, provided that such access is compatible with the ecological character or wildlife use of the natural habitat or feature. Stepwise Approach Step 1. Creating Opportunity and Reducing Competition - Noxious and weedy species should be controlled using mechanical or chemical methods prior to project construction or grading to ensure that a variety of native species are given the opportunity to establish. Step 2. Soil Preparation - The soil surface should be optimized for seeding or planting. An agronomic assessment is recommended to evaluate the chemical and physical properties of the soil and determine if soil amendments would help establish native vegetation. The soil surface should be smooth, uncompacted, and free of large matter which could impede planting or seeding. Prior to seeding the soil surface should be loose, allowing for good soil/seed contact. Step 3. Seeding and Planting - After final contouring and amendment application/incorporation, seeding should occur as soon as possible to avoid undesirable impacts from wind or precipitation. Tailored seed mixes for the various conditions observed onsite should be used. Seeding can be accomplished using broadcasting and drilling techniques wherever applicable. For broadcast seeding: the seeding rate should be doubled, seed-to soil contact should be increased immediately through manipulation which will also provide some protection from wind or water erosion and granivores. Manipulation can be accomplished by either a light disc harrowing perpendicular to the flow of energy (wind and/or water) or hand raking around sensitive areas (i.e. willow patches). For drill seeding: final drilling pass must occur on the contour, to create subtle ridges perpendicular to the flow of energy. Drill seeding should not be conducted in sensitive areas. Appropriate native seeding equipment will be used, which does not include standard turf seeding equipment or agriculture equipment. Drill seed the approved mix in two passes, each at a right angles to the other and using half the seed in each pass. Seed should be drilled at the specified application rate and to a depth of no greater than ½ inch. If areas are too wet or steep to drill seed, broadcast seed in opposite directions at twice the application rate used for drill seeding. Restore fine grade after seeding, and cover seed to a depth of ¼ of an inch by raking or dragging. Step 4. Maintenance and Management - Maintenance and management activities should be implemented to ensure success of the ecological restoration project. The contractor shall monitor seeded area for erosion control, germination, and reseeding as needed to establish cover. Annual Monitoring Plan The NHBZ will be surveyed twice a year on the following schedule: 1.In the spring, a qualified ecologist will traverse the entirety of the Site to assess noxious weed populations. 2.At the peak of growing season, a qualified ecologist will implement quantitative measurements to evaluate ground cover within the NHBZ. Quantitative measurements will consist of two permanent photo points and five ground cover sampling points. At each sample point, ground cover will be measured line point intercept transects, where the ecologist will record vegetative ground cover by species to the nearest 1%. All species, including noxious and invasive species, and their respective percent ground cover will be recorded. Annual monitoring will continue for a total of three years following restoration of the NHBZ. A brief memo containing survey findings and recommendations will be provided to the City of Fort Collins by September 30th of each year. During the third year of annual monitoring, a determination of successful establishment in the NHBZ will be made by City Environmental Planning Department based on a Site surveys and vegetative performance compared to the following success criteria: 1.70% total vegetative cover (excluding noxious weeds) is reached with no bare spots larger than one square-foot; 2.80% survival of planted woody species; 3.Noxious weeds do not exceed 10% total cover, and; 4.Effective erosion protection. Weed Mitigation BMPs Noxious weeds are common in urban and developed areas, and construction-related ground disturbance creates ideal conditions for the spread of noxious weeds. Nevertheless, there are some general practices that can be followed to limit the spread and/or establishment of noxious weeds during construction activities. Pre-Construction Phase ·Treat existing noxious weed populations that could be spread by construction activities, especially individual plants and small infestations. Aggressive treatment of existing weed populations greatly reduces the ability of the weeds to rebound in post-construction conditions. ·Requiring equipment (especially dirt-moving equipment like bulldozers and excavators) to be washed and weed-free before entering the Site. ·Use only certified weed-free straw and mulch for erosion control projects, including weed-free fiber roll barriers and/or sediment logs. Seeding, Planting, and Post-Construction Phases ·Obtain soil components, amendments, seed mixes, and mulches from weed-free sources. ·Establish and maintain vigorous, desirable vegetation to discourage weeds. ·Mulch any non-vegetated surfaces to minimize the amount of noxious weed seeds that will reach the soil surface and germinate. ·The NHBZ will be monitored for any weed infestations post-construction and treated appropriately if identified. This will occur twice a year for three years following planting. ·The species, location, population size, and treatment method of noxious weeds in the NHBZ will be documented to inform adaptive management practices. Weed Treatments for Noxious Weeds Identified on Site. A Licensed Pesticide Commercial Applicator will be used on the project to properly implement herbicide treatments. Canada Thistle Weed Control - Canada thistle will be treated with Milestone herbicide using a fall application of a translocating herbicide per recommendations provided by the Colorado Department of Agriculture in the 'Canada thistle identification and management factsheet (2008). Field Bindweed Weed Control - Field bindweed will primarily be treated with cultural control by establishing effective desirable vegetation. However, if dominance of field bindweed is observed, it will be treated with Drive herbicide or other herbicides per recommendations provided by the Colorado Department of Agriculture in the 'Canada thistle identification and management factsheet (2015). Leafy Spurge Weed Control - If found to be pervasive onsite, Leafy spurge will be treated with herbicide per recommendations provided by the Colorado Department of Agriculture in the 'Leafy Spurge identification and management factsheet (2015). Cattail Management. Cattails are likely to establish in the proposed stormwater detention areas due to their abundance locally and directly adjacent to the Site. Though they are a native species, their ability to compete with seeded species often leads to diminished biodiversity and unsuccessful establishment of seeded species, if left unmanaged. Cattails should be suppressed for a minimum of three years to allow less aggressive native species to establish. Cattails can be successfully controlled through manual removal; hand pulling or cutting stalks below the water line before flowering is the recommended control method for any populations that may establish on Site. RESTORATION PLAN WEED MITIGATION PLAN RIPARIAN SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) WILDFLOWERS SMOOTH ASTER / ASTER LAEVIS 0.10 LOUISIANA SAGE / ARTEMISIA LUDOVISCIANA 0.10 SHOWY GOLDENEYE / HELIOMERIS MULTIFLORA 0.10 BLANKET FLOWER / GAILLARDIA ARISTATA 0.50 PRAIRIE CONEFLOWER / RATIBIDA COLUMNIFERA 0.10 GRASSES SIDEOATS GRAMA / BOUTELOUA CURTIPENDULA 4.00 BLUE GRAMA / BOUTELOUA GRACILIS 0.75 GREEN NEEDLEGRASS / NASELLA VIRIDULA 2.00 SWITCHGRASS / PANICUM VIRGATUM 1.50 WESTERN WHEATGRASS / PASCOPYRUM SMITHII 4.00 SAND DROPSEED / SPOROBOLUS CRYPTANDRUS 0.10 TOTAL FOR MIX (LBS/PLS/ACRE)13.25 LOW GROW NATIVE SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) GRASSES ARIZONA FESCUE / FESTUCA ARIZONICA 6.00 SANDBERG BLUEGRASS / POA SECUNDA 3.00 ROCKY MOUNTAIN FESCUE / FESTUCA SAXIMONTANA 3.00 TOTAL FOR MIX (LBS/PLS/ACRE)12.00 UPLAND SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) WILDFLOWERS PLAINS COREOSIS / COREOPSIS TINCTORIA 0.17 PURPLE PRAIRIE CLOVER / DALEA PURPUREA 0.81 INDIAN BLANKET FLOWER / GAILLARDIA ARISTATA 1.85 ROCKY MTN. PENSTEMON / PENSTEMON STRICTUS 0.35 MEXICAN HAT / RATIBIDA COLUMNIFERA 0.20 GRASSES INDIAN RICEGRASS / ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA / BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS / BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA / BOUTELOUA GRACILIS 0.25 BOTTLEBRUSH SQUIRRELTAIL / ELYMUS ELYMOIDES 0.95 PRAIRIE JUNEGRASS / KOELERIA MACRANTHA 0.08 GREEN NEEDLEGRASS / NASSELLA VIRIDULA 1.01 SWITCHGRASS / PANICUM VIRGATUM 0.71 WESTERN WHEAT / PASCOPYRUM SMITHII 1.61 SAND DROPSEED / SPOROBOLUS CRYPTANDRUS 0.04 TOTAL FOR UPLAND MIX (LBS/PLS/ACRE)13.58 ACCEPTABLE SUBSTITUTIONS FOR WILDFLOWERS FRINGED SAGE / ARTEMISIA FRIGIDA 0.06 BLUE FLAX / LINUM LEWISII 0.41 PRAIRIE ASTER / MACHAERANTHERA TANACETIFOLIA 0.25 ACCEPTABLE SUBSTITUTIONS FOR GRASSES CANADA WILDRYE / ELYMUS CANADENSIS 1.59 INLAND SALTGRASS / DISTICHLIS SPICATA 0.35 MOUNTAIN MUHLY / MUHLENBERGIA MONTANA 0.11 REQUIREMENTS: CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PURCHASING ALL SPECIES LISTED IN MIX. IF A SPECIES CANT BE LOCATED, CONTRACTOR MUST REPLACE EACH MISSING SPECIES WITH THE ACCEPTABLE SUBSTITUTIONS (LISTED ABOVE). CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEED TAGS TO APPROPRIATE CITY STAFF. THE MIX IS BASED ON 70 SEEDS/SQUARE FOOT AND IS ONLY CALCULATED FOR ONE ACRE. THIS MIX IS BASED ON THE CONTRACTOR USING A DRILL SEED APPLICATION. MIX SHOULD BE DOUBLED IF HAD BROADCASTED. CONTRACTOR IS RESPONSIBLE FOR CALCULATING THE APPROPRIATE SEED AMOUNTS TO PURCHASE. PLEASE NOTE THAT THE POUNDS PER ACRE ARE IN PLS (PURE LIVE SEED) AND MUST BE ORDERED THAT WAY. ALL MATERIALS FURNISHED SHALL BE FREE OF COLORADO STATE NOXIOUS WEEDS AS DEFINED IN ARTICLE III, SECTION 21-40 OF THE CODE OF THE CITY OF FORT COLLINS. STORMTECH SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) INDIAN RICEGRASS / ACHNATHERUM HYMENOIDES 4.0 SIDEOATS GRAMA / BOUTELOUA CURTIPENDULA 2.00 BLUE GRAMA / BOUTELOUA GRACILIS 0.50 BOTTLEBRUSH SQUIRRELTAIL / ELYMUS ELYMOIDES 2.00 WESTERN WHEATGRASS / PASCOPYRUM SMITHII 3.00 GALLETA / PLEURAPHIS JAMESII 2.00 SANDBERG BLUEGRASS / POA SECUNDA 0.5000 BLUEBUNCH WHEATGRASS / PSEUDOROEGNERIA SPICATA 1.00 SAND DROPSEED / SPOROBOLUS CRYPTANDRUS 0.25 TOTAL FOR MIX (LBS/PLS/ACRE)15.25 EMERGENT SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) WILDFLOWERS BLUE VERVAIN / VERBANA HASTATA 0.10 NUTTALL'S SUNFLOWER / HELIANTHUS NUTTALLII 0.50 GRASSES AMERICAN SLOUGHGRASS / BECKMANNIA SYZIGACHNE 0.80 PRAIRIE CORDGRASS / SPARTINA PECTINATA 4.00 SWITCHGRASS / PANICUM VIRGATUM 2.00 WESTERN WHEATGRASS / PASCOPYRUM SMITHII 5.00 FOWL MANNAGRASS / GLYCERIA STRIATA 3.00 HARDSTEM BULRUSH / SCIRPUS ACUTUS 1.50 BALTIC RUSH / JUNCUS BALTICUS 0.10 CREEPING SPIKERUSH / ELEOCHARIS PALUSTRIS 1.00 TOTAL FOR MIX (LBS/PLS/ACRE)18.00 NATIVE SEED MIX NOTES 1.THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER 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, 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. FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES. 6.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, 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 ISSUES. 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 AREA 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 CITY PLANNING SERVICES AND EROSION CONTROL. 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. L34 TRACT A RESTORATION PROCEDURES EFFECTIVE RESTORATION OF TRACT A WILL REQUIRE WEED MANAGEMENT PRIOR TO CONSTRUCTION AND PROPER HANDLING OF VALUABLE SOIL MATERIALS. ·WEED MANAGEMENT - TRACT A IS SLATED FOR INSTALLATION OF A PIPE BUT WILL BE RESTORED TO NHBZ, THEREFORE MANAGEMENT OF WEEDS (SPECIFICALLY LEAFY SPURGE) IS VITAL AHEAD PLANNED DISTURBANCE FOR DEVELOPMENT. THIS WEED CONTROL EFFORT SHOULD BE IMPLEMENTED IN ACCORDANCE WITH THE WEED MANAGEMENT PLAN FOR THE PROJECT. ·ACCORDING TO THE WEB SOIL SURVEY, NUNN CLAY LOAM COMPRISES THE ENTIRE TRACT A. IT INDICATES THAT THE TOPSOIL HORIZON IS 6 INCHES. DURING INSTALLATION OF THE PIPE, THE PROPONENT SHOULD MAKE EVERY REASONABLE EFFORT TO ENSURE THE TOPSOIL HORIZON IS SALVAGED AND EVENTUALLY REPLACED ON THE SURFACE USING SOIL HANDLING BEST MANAGEMENT PRACTICES. THIS INCLUDES SEGREGATION AND PROTECTION OF THE TOPSOIL HORIZON SEPARATE FROM SUBSOIL MATERIALS (GREATER THAN 6 INCHES DEPTH). A QUALIFIED SOIL SPECIALIST SHALL BE CONSULTED IF ISSUES ARISE. ·THE UPLAND MIX PRESENTED ON TABLE 1 IS SUITABLE FOR TRACT A. RAINGARDEN SEED MIX SPECIES SEEDED RATE LBS./ACRE (DRILLED) WILDFLOWERS BLANKET FLOWER / GAILLARDIA ARISTATA 0.50 ROCKY MOUNTAIN / PENSTEMON STRICTUS 0.10 PURPLE PRAIRIE CLOVER / DALEA PURPUREA 0.30 MEXICAN HAT / RATIBIDA COLUMNIFERA 0.10 WESTERN YARROW / ACHILLEA MILLEFOLIUM 0.02 GRASSES SAND DROPSEED / SPOROBOLUS AIROIDES 0.10 BLUE GRAMA / BOUTELOUA GRACILIS 0.50 CANADA WILDRYE / ELYMUS CANADENSIS 2.00 SWITCHGRASS / PANICUM VIRGATUM 1.50 WESTERN WHEATGRASS / PASCOPYRUM SMITHII 4.00 YELLOW INDIANGRASS / SORGHASTRUM NUTANS 2.00 SAND BLUESTEM / ANDROPOGON HALLII 2.00 TOTAL FOR MIX (LBS/PLS/ACRE)13.12 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDSDS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDSDSDSDSDSDSDSDSDSDSRA M P DS DS DS DS DS DS DS EV CHA R G I N G RA M P RAMP EV CHARG I N G ONL Y DSDS DS DSDSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DSDSDS DSDSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DSDSDSDSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DSDSDSDS DS DSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DSDSDS DS DS DS DS DS DS DS DSDS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS 55.263 acres pp ohw2eohw3s 6'' UD 6'' UD6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SSSS SSSS SS SSSS SSSS SS SSSSSSSS SS SS SS SSSS SSSS SSSS SS SS SS SSSS SS SS WM WM WM WM SSSS SSSS 6'' UD 6'' UD 6' ' U D 6' ' U D S S S S S S S S SS S S S S WM SS W W W W W W W W WW F F F F F F F F FF W F W F F W F W W F W F W F W F W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW WW WF W F W F W F W F W F WF W F W F ELEC ELEC E L E C EL E C ELEC EL E C EL E C EL E C E L E C ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC E L E C ELE C ELE C ELE C EL E C ELE C ELE C E L E C ELEC E L E C E L E C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C ELEC ELEC EL E C EL E C EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C EL E C ELEC EL E C EL E C ELEC ELEC E L E C EL E C ELEC ELEC ELEC ELEC ELEC ELE C ELE C EL E C ELE C ELE C ELE C ELEC ELEC ELEC ELEC EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C EL E C EL E C EL E C ELEC EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELE C ELE C EL E C EL E C EL E C EL E C EL E C ELEC ELEC EL E C EL E C EL E C WM WM IR R WM WM WM 6'' UD 6'' UD SS W WM SS SS SS SS SS SS S S 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6' ' U D 6'' UD SUNIGA ROAD (4- L A N E A R T E R I A L ) L O C L O C STREET CONNECTION TO REDWOOD MEADOWS PRIVATE STREET "AA" PRI V A T E S T R E E T " B B " NORTHFIELD MEADOWS AT REDWOOD REQUIRED NATURAL HABITAT BUFFER ZONE PUBLIC STREET CONNECTION TO NORTHFIELD LUPINE DR MU L L E I N D R YARROW CIR SPURGE CIR S T E E L Y D R SCH L A G E L S T C O L L A M E R D R I V E PUBLIC STREET CONNECTION TO NORTHFIELD RE D W O O D S T R E E T ( 2 - L A N E C O L L E C T O R ) 10 LANDSCAPE DEVELOPMENT SYMBOL DESCRIPTION QTY REQUIRED NATURAL HABITAT BUFFER ZONE 255,822 SF PROPOSED NATRUAL HABITAT BUFFER ZONE 268,658 SF -REQUIRED NATURAL HABITAT BUFFER BOUNDARY -PROPOSED NATURAL HABITAT BUFFER BOUNDARY QTY 4,268.25 SF DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS DSDSDSDSDSDSDSDSDSDS DSDSDSDS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDS DS DS DS DS DS DSDS DSDSDSDSDSDSDSDSDSDSDSRA M P DS DS DS DS DS DS DS EV CHARG I N G RA M P RAMP EV CHA R G I N G ONL Y DSDS DS DSDSDSDSDSDSDS DSDS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DSDSDSDSDS DSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS RA M P RA M P RA M P RA M P DS DSDSDS DS DS DS DS DS DS DS 55.263 acres pp ohw2eohw3s 6'' UD 6'' UD6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD 6'' UD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SSSS SSSS SS SSSS SSSS SS SSSSSSSS SS SS SS SSSS SS SS SS SS SS SS SS SSSS SSSS WM WM WM WM SSSS SSSS 6'' UD 6'' UD 6' ' U D 6' ' U D S S S S SS S S SS S S S S WM SS W W W W W W W W WW F F F F F F F F FF W F W F F W F W W F W F W F W F W F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW WW W F W F W F W F W F W F WF W F W F ELEC ELEC E L E C EL E C ELEC EL E C EL E C EL E C E L E C ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC E L E C ELE C ELE C ELE C ELE C ELE C ELE C E L E C E L E C E L E C E L E C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C ELE C E L E C ELEC ELEC EL E C EL E C EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C EL E C ELEC EL E C EL E C E L E C ELEC E L E C EL E C ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELEC ELEC ELEC ELEC EL E C EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC EL E C ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELE C ELE C ELE C ELE C ELE C ELE C ELE C EL E C ELE C E L E C EL E C EL E C EL E C ELEC EL E C EL E C EL E C EL E C EL E C ELEC ELEC ELE C ELE C EL E C EL E C EL E C EL E C EL E C ELEC ELEC EL E C EL E C EL E C WM WM IR R WM WM WM 6'' UD 6'' UD S S W WM SS SS SS SS SS SS S S 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6'' U D 6' ' U D 6'' UD SUNIGA ROAD (4- L A N E A R T E R I A L ) L O C L O C STREET CONNECTION TO REDWOOD MEADOWS PRIVATE STREET "AA" PRI V A T E S T R E E T " B B " NORTHFIELD MEADOWS AT REDWOOD REQUIRED NATURAL HABITAT BUFFER ZONE PUBLIC STREET CONNECTION TO NORTHFIELD LUPINE DR MU L L E I N D R YARROW CIR SPURGE CIR S T E E L Y D R SCH L A G E L S T C O L L A M E R D R I V E PUBLIC STREET CONNECTION TO NORTHFIELD RE D W O O D S T R E E T ( 2 - L A N E C O L L E C T O R ) DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : NA T U R A L H A B I T A T B U F F E R P L A N Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 1 4 P M Fi l e N a m e : NH B Z . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 NATURAL HABITAT BUFFER PLAN FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L35 NORTH NATURAL HABITAT BUFFER ZONES (NHBZ) REQUIRED TOTAL REQUIRED NHBZ: 261,462 6.00 ACRES NATURAL HABITAT BUFFER ZONE (NHBZ) SUMMARY TOTAL REQUIRED NHBZ: 255,822 SQ.FT.5.87 ACRES TOTAL PROPOSED NHBZ BUFFER :270,492 SQ.FT.6.21 ACRES ADDITIONAL BUFFER: 14,670 SQ.FT..34 ACRES (BUFFER ABOVE REQUIRED) NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED LEGEND NATURAL AREA BUFFER NOTES 1.STANDARDS FOR PROTECTION DURING CONSTRUCTION - THE DIRECTOR SHALL ESTABLISH A "LIMITS OF DEVELOPMENT" ("LOD") LINE(S) TO ESTABLISH THE BOUNDARY OF THE PROJECT OUTSIDE OF WHICH NO LAND DISTURBANCE ACTIVITIES WILL OCCUR DURING THE CONSTRUCTION OF THE PROJECT. 2.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. 3.CONSTRUCTION SHALL BE ORGANIZED AND TIMED TO MINIMIZE THE DISTURBANCE OF SENSITIVE SPECIES OCCUPYING OR USING ON-SITE AND ADJACENT NATURAL HABITATS OR FEATURES. 4.CONSTRUCTION OF BARRIER FENCING SHALL BE PROVIDED AT THE LIMITS OF THE DEVELOPMENT DURING CONSTRUCTION. SYMBOL DESCRIPTION QTY DETAIL WETLAND - TO REMAIN 94,868 SF DISTURBED WETLAND AREA 14,306 SF LOG LIMITS OF GRADING EXISTING GRADING PROPOSED GRADING LOD LIMITS OF DISTURBANCE WETLAND PROTECTION FENCE DS DS D S DS DSDSDS DS D S DSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS D S D S ST ST LOD LOD LOD L O D LODLODLODLODLODLODLODLOD LO D L O D L O D LO D LO D L O D L O D L O D LOD LO D LOD LOD LO D LOD LOD L O D LOD LO D LOD L O D L O D LOD LO D L O D L O D L O D LO D LO D L O D LOD LO D LOD LOD L O D LOD LOD LOD LOD L O G L O G LOGLOGLOGLOGLOGLOGLOGLOG LO G L O G L O G L O G L O G L O G L O G LO G L O G LOG LOG LO G LOG LOG LOG LOG LO G LOG L O G LOG LOG LO G L O G L O G L O G LO G LOG L O G LOG L O G LOG LO G L O G LOG LOG LOG LO G LOG LOG LOG EXISTING WETLAND BOUNDARY 100'-0" REQUIRED BUFFERCONIFER STREET WETLAND PROTECTION FENCE 100'-0" REQUIRED BUFFER LOD LOD LOD LOD LOG LOG LOG LOG EXISTING WETLAND BOUNDARY DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ha i l e y J o r g e n s e n La y o u t : WE T L A N D E X H I B I T Pr i n t e d O n : 4/ 8 / 2 0 2 4 1 : 0 8 P M Fi l e N a m e : WE T L A N D . d w g ORIGINAL SIZE 24X36 ENT I T L E M E N T DRA W I N G S NOT F O R CON S T R U C T I O N RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI COMMUNITIES Kyle Henderson p. 970.219.3838 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT KTGY Doug Heaton 820 16th Street, Suite 500 Denver, CO 80202 p. 303.825.6400 WETLAND EXHIBIT FINAL DEVELOPMENT PLAN ENCLAVE AT REDWOOD 04/08/2024FDP 808 03/13/2024FDP 707 FORT COLLINS, CO KR AG/LO/KS/HJ R20-059 L36 NORTH NW WETLAND NATURAL HABITAT BUFFER SCALE: 1" = 50'-0" NE WETLAND NATURAL HABITAT BUFFER SCALE: 1" = 50'-0" NOTE: WETLAND DISTURBANCE LIMITED TO 4' CUT/FILL MAXIMUM. FOLLOW ALL WETLAND RESTORATION PROCEDURES OUTLINED IN RESTORATION PLAN LEGEND SUNIGA ROAD (4- L A N E A R T E R I A L ) WETLAND BOUNDARY 100'-0" WETLAND BUFFER PROPERTY BOUNDARY CONIFER STREET EXISTING STORM MAIN 7'-0" NEW MAINTENANCE PATH. OLD PATH TO RESTORED WITH NATIVE SEED PEDESTRIAN AND BIKE TRAIL CONNECTION EXISTING TREES TO REMAIN SS SS SS SS ST ST SS SS SS W TT W T EE E ST T T E TT EE SS ST 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 71,179 SF02-04 REFERENCE NOTES SCHEDULE PROP 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL IRRIGATED TURF 704 SF RIPARIAN SEED MIX 63 SF STORMTECH MIX 15,309 SF 02-02 02-05 02-09 REFERENCE NOTES SCHEDULE PROPOSE 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,688 SF02-04 REFERENCE NOTES SCHEDULE PROP NHB 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,249 SF02-04 REFERENCE NOTES SCHEDULE PROP NHBZ 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL WOOD MULCH 14,641 SF UPLAND NATIVE SEED MIX 26,723 SF ROCK MULCH 2,565 SF LOW GROW NATIVE SEED MIX 1,431 SF RAINGARDEN MIX 6,121 SF 02-01 02-04 02-07 02-08 02-10 REFERENCE NOTES SCHEDULE {\fArial CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES PA 9 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL EVERGREEN TREES JO 5 JUNIPERUS OSTEOSPERMA / UTAH JUNIPER B & B 6` HT PLANT SCHEDULE PROP CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE TREES PA 5 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL PSS 5 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD B & B 2"CAL PA2 3 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL EVERGREEN TREES JS 1 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT 6` HT ORNAMENTAL TREES PM 5 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKEBERRY B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AS 6 AMELANCHIER ALNIFOLIA / SERVICEBERRY 5 GAL AF 6 AMORPHA FRUTICOSA / FALSE INDIGO 5 GAL AU 11 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 5 GAL CCM 1 CARYOPTERIS X CLANDONENSIS `BLUE MIST` / BLUE MIST SPIREA 5 GAL CM 3 CHAMAEBATIARIA MILLEFOLIUM / FERNBUSH 5 GAL CR2 13 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL PLANT SCHEDULE PROPOSE CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE TREES GDE 2 GYMNOCLADUS DIOICA `ESPRESSO` / SEEDLESS KENTUCKY COFFEETREE B & B 2"CAL PA 11 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL PA2 15 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL SA 11 SALIX AMYGDALOIDES / PEACH LEAF WILLOW B & B 2"CAL EVERGREEN TREES JS 15 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT 6` HT PPB 2 PICEA PUNGENS `BAKERI` / BAKERI SPRUCE B & B 6` HT 6` HT ORNAMENTAL TREES PAA 6 PRUNUS AMERICANA / AMERICAN PLUM B & B 1.5"CAL PM 3 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKEBERRY B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AAR 43 AMELANCHIER ALNIFOLIA 'REGENT' / REGENT SERVICEBERRY 5 GAL AU 14 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 5 GAL ACP 5 ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO` / PANCHITO MANZANITA 5 GAL CV 12 CHRYSOTHAMNUS VISCIDIFLORUS / YELLOW RABBITBRUSH 5 GAL PLANT SCHEDULE {\fArial EV CHAR G I N G EV CHAR G I N G ONLY F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F HZ-104 HZ-103 HZ-102HZ-101 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 1 0 0 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 6 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-100 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 HYDROZONE PLAN SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'150'75'300'450' 1" = 150' PEDESTRIAN AND BIKE TRAIL CONNECTION EXISTING TREES TO REMAIN F F F F F F F F F F F F F F F F F DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 1 0 1 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 7 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-101 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 HYDROZONE PLAN MA T C H L I N E S E E S H E E T H Z - 1 0 2 MATCHLINE SEE SHEET HZ-103 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'50'25'100'150' 1" = 50' WETLAND BOUNDARY 100'-0" WETLAND BUFFER PROPERTY BOUNDARY EXISTING STORM MAIN 7'-0" NEW MAINTENANCE PATH. OLD PATH TO RESTORED WITH NATIVE SEED SS SS SS W TT W T EE E T TT EE SS F F F DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 1 0 2 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 7 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-102 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 MA T C H L I N E S E E S H E E T H Z - 1 0 1 HYDROZONE PLAN SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. SUNIGA ROAD (4- L A N E A R T E R I A L ) SS EV CHA R G I N G EV CHA R G I N G ONL Y F FF F F F F F F F F DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 1 0 3 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 7 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-103 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 MATCHLINE SEE SHEET HZ-104 MATCHLINE SEE SHEET HZ-101 HYDROZONE PLAN SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'50'25'100'150' 1" = 50' ST DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 1 0 4 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 7 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-104 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 MATCHLINE SEE SHEET HZ-103 HYDROZONE PLANSCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'50'25'100'150' 1" = 50' PEDESTRIAN AND BIKE TRAIL CONNECTION EXISTING TREES TO REMAIN DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Ja n a e A d a m s La y o u t : HZ - 2 0 0 Pr i n t e d O n : 2/ 7 / 2 0 2 4 9 : 0 7 A M Fi l e N a m e : P- E N C L A V E @ R D W D - F D P . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 HZ-200 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 HYDROZONE PLAN REDWOOD POND SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'50'25'100'150' 1" = 50' DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 1 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 1 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-100 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 GENERAL NOTES 1.THE SYSTEM DESIGN ASSUMES A MINIMUM STATIC PRESSURE AND MAXIMUM FLOW DEMAND AS SHOWN ON THE PLANS FOR THE POINT-OF-CONNECTION (P.O.C.). THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4.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, OR 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. 5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7.SELECT NOZZLES FOR SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND UNIFORM COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH SPRINKLER TO PROVIDE THE BEST PERFORMANCE. INSTALL VAN NOZZLES WHERE SPRAY ANGLES ARE LESS OR GREATER THAN WHAT A FIXED SPRAY NOZZLE CAN IRRIGATE WITHOUT EXCESSIVE OVERSPRAY 8.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 9.CONNECT ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10.WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: A. IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO 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. 11.IRRIGATION PIPING LOCATIONS ON PLAN ARE SCHEMATIC. LOCATE MAINLINE, LATERAL, AND MANIFOLD SO THEY ARE A MINIMUM OF 5-FEET FROM BUILDING FOUNDATIONS. LOCATE MAINLINE TO MINIMIZE IMPACTS TO TREES. FULLY AUTOMATED SPRINKLER, BUBBLER, AND DRIP IRRIGATION SYSTEM WILL IRRIGATE TURF AND SEED MIX AREAS, TREES IN SEED MIX AREAS, SHRUBS, AND GROUND COVER PLANTING AREAS. POP-UP SPRAY AND ROTOR SPRINKLERS WILL BE UTILIZED FOR TURF AND SEED MIX AREAS. POP-UP BUBBLERS IRRIGATE TREES AND SHRUBS IN SEED MIX. POINT SOURCE DRIP IRRIGATION WILL BE UTILIZED FOR TREES, SHRUBS, GROUND COVER PLANTING AREAS. POTABLE WATER WILL BE USED FOR IRRIGATION FROM A DEDICATED IRRIGATION METER THAT IS INSTALLED BY OTHERS (REFER TO CIVIL PLANS). THE POINT-OF- CONNECTION (P.O.C.) IS TO BE ON DISCHARGE SIDE OF METER. A WALL MOUNTED, TWO WIRE IRRIGATION CONTROLLER WILL BE INSTALLED UNDER THIS CONTRACT. THE CONTROLLER INCLUDES REMOTE DATA ACCESS TO CLOUD BASED CENTRAL CONTROL. AUTOMATED LOCAL OFF SITE WEATHER DATA WILL BE USED TO AUTOMATICALLY ADJUST IRRIGATION SCHEDULING. A WIRELESS RAIN SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM DUE TO LOCAL RAINFALL EVENTS. A MASTER VALVE AND FLOW SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM IN CASE OF MAINLINE PIPE FAILURE. THE FLOW SENSOR WILL ALSO PROVIDE FLOW DATA TO THE IRRIGATION CONTROLLER TO AID WATER MANAGEMENT OF THE IRRIGATION SYSTEM. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING. AIR VACUUM RELIEF VALVES ARE REQUIRED ON MAINLINE DEAD ENDS AND AT HIGH POINTS. GENERAL DESCRIPTION EXCAVATE AND EXPOSE 3-INCH STUB OUT DOWNSTREAM OF IRRIGATION METER IN APPROXIMATE LOCATION (REFER TO CIVIL PLANS, METER INSTALLED BY OTHERS). INSTALL DUCTILE IRON PIPE FROM METER TO WINTERIZATION ASSEMBLY AND BACKFLOW PREVENTION ASSEMBLY. COORDINATE CONNECTION AND PIPING INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL WALL MOUNTED IRRIGATION CONTROLLER ON THE OUTSIDE OF THE CLUBHOUSE BUILDING AT THE APPROXIMATE LOCATION SHOWN. ELECTRICAL POWER WILL BE PROVIDED WITHIN 5-FEET OF CONTROLLER (REFER TO ELECTRICAL PLANS). COORDINATE EXACT LOCATION OF ELECTRICAL POWER WITH NECESSARY TRADES ON SITE. PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS BETWEEN ELECTRICAL POWER SOURCE AND IRRIGATION CONTROLLER. MAKE ALL NECESSARY CONNECTIONS. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL WIRELESS RAIN SENSOR ON CLUBHOUSE BUILDING IN A LOCATION WHERE RAINFALL IS NOT IMPEDED. MAKE ALL NECESSARY CONNECTIONS TO IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION AND INSTALLATION OF RAIN SENSOR WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CONNECT MASTER VALVE AND FLOW SENSOR TO TWO WIRE CABLE PER MANUFACTURER'S GUIDELINES. PROGRAM HIGH FLOW POINT TO 200 GPM. INSTALL IRRIGATION DECODER GROUNDING EQUIPMENT THAT MEETS CONTROLLER MANUFACTURER'S GUIDELINES AT LOCATION ADJACENT TO INDICATED REMOTE CONTROL VALVE ASSEMBLY. COORDINATE EXACT LOCATION OF GROUNDING EQUIPMENT WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE ENTIRE TWO WIRE PATH PER MANUFACTURER'S GUIDELINES. INSTALL AIR VACUUM RELIEF VALVE AT HIGHEST MAINLINE ELEVATION IN APPROXIMATE LOCATION. FIELD LOCATE HIGHEST MAINLINE LOCATION AND INSTALL AIR VACUUM RELIEF VALVE. COORDINATE AIR VACUUM RELIEF VALVE INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INDICATED SECTION OF MAINLINE IS SHOWN IN HARDSCAPE AREA FOR CLARITY PURPOSES ONLY. INSTALL MAINLINE IN ADJACENT LANDSCAPED AREA. ALL IRRIGATION DOWNSTREAM OF INDICATED GATE VALVE IS TEMPORARY AND FOR ESTABLISHMENT OF THE REDWOOD POND SEED ONLY. IT IS ANTICIPATED THAT IRRIGATION DOWNSTREAM OF THIS GATE VALVE IS TO BE SHUT OFF AFTER ESTABLISHMENT. INSTALL YARD HYDRANT IN APPROXIMATE LOCATION SHOWN. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. DIRECT BORE 4" DR11 HDPE MAINLINE UNDER SUNIGA ROAD AND A 2" CL200 PVC WIRE SLEEVE ADJACENT IN APPROXIMATE LOCATION. COORDINATE BORING ACTIVITIES WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR ACQUIRING ANY APPLICABLE PERMITS THROUGH THE CITY OF FORT COLLINS. CONTACT SOPHIE BUCKINGHAM (970-416-4344) PRIOR TO CONSTRUCTION FOR ALL REQUIRED PERMITS AND PROCEDURES. FLAG NOTES 2 3 4 5 6 7 8 9 10 1 SLEEVING *TYPE: CLASS 200 PVC UNLESS OTHERWISE NOTED *SIZE: 2X CARRIER PIPE SIZE, TWO WIRE SLEEVE IS 2-INCH MINIMUM MAINLINE PIPE *TYPE: CLASS 200 PVC *SIZE: AS SHOWN MAINLINE PIPE *TYPE: DR11 HDPE *SIZE: AS SHOWN LATERAL PIPE TO SPRINKLERS AND BUBBLERS *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN MANIFOLD PIPE TO ZONE CONTROL VALVES *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN DRIP LATERAL PIPE TO EMITTERS *TYPE: UV RADIATION RESISTANT POLYETHYLENE *3/4" SIZE UNLESS OTHERWISE SHOWN *EMITTER TYPE: RAIN BIRD XERI-BUG OR EQUAL UNCONNECTED PIPE CROSSING POINT-OF-CONNECTION (P.O.C.) WINTERIZATION ASSEMBLY: *REFER TO DETAILS BACKFLOW ASSEMBLY: *FEBCO LF-880V *SIZE: 3-INCH *ENCLOSURE: STRONGBOX SBBC-AL, SIZE AS NECESSARY ISOLATION GATE VALVE ASSEMBLY: *2.5" AND SMALLER MODEL: NIBCO T-113K *3-INCH AND LARGER MODEL: MATCO-NORCA 10RT *SIZE OF GATE VALVE TO MATCH MAINLINE SIZE MASTER VALVE ASSEMBLY *MODEL: GRISWOLD 2030N WITH DC LATCHING SOLENOID *SIZE: 3-INCH *DECODER: IVM-OUT FLOW SENSOR ASSEMBLY *MODEL: 3-INCH FLOMEC QS200-30 *DECODER: IVM-SEN BLOW OUT ASSEMBLY *REFER TO DETAIL QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5LRC YARD HYDRANT *MODEL: WOODFORD R34 AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: 2-INCH WATERMAN AV-150 REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD PEBIVM *SIZE: AS SHOWN ON PLANS *BALL VALVE: SPEARS PVC COMPACT OR EQUAL DRIP REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD XCZ-100-IVM *BALL VALVE: SPEARS PVC COMPACT ZONE CONTROL VALVE ASSEMBLY *BALL VALVE: SPEARS PVC COMPACT OR EQUAL *SIZE: 1" FLUSH CAP ASSEMBLY: RAIN BIRD OR EQUAL LEGEND A15 1" 12 M F Q A B .5 R .25 R L SS H POP-UP BUBBLER ASSEMBLY: RAIN BIRD 1804-SAM-PRS WITH 1401 BUBBLER NOZZLE TWO (2) BUBBLERS PER TREE, 0.5 GPM PER TREE ONE (1) BUBBLER PER SHRUB, 0.25 GPM PER SHRUB POP-UP SPRAY SPRINKLER: RAIN BIRD MPR SERIES ON RD04-S-P30-F @ 30 PSI RADIUS:5'FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS:8'FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 RADIUS:10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS:12'FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS:15'FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 RADIUS:4'x'30 FLOW (GPM): SST-1.21 RADIUS: 4'x'15 FLOW (GPM): RCS/LCS-0.49 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD 5004+PRS-SAM AND MPR NOZZLES NOZZLE PRESSURE: 45 PSI NOZZLES USED: RADIUS:25Q RADIUS: 25 FLOW: 1.00 NOZZLE:25H RADIUS: 25 FLOW: 1.98 NOZZLE:25F RADIUS: 25 FLOW: 3.82 NOZZLE:30Q RADIUS: 30 FLOW: 1.40 NOZZLE:30H RADIUS: 30 FLOW: 2.96 NOZZLE:30F RADIUS: 30 FLOW: 5.78 NOZZLE:35Q RADIUS: 35 FLOW: 1.92 NOZZLE: 35H RADIUS: 35 FLOW: 3.81 NOZZLE:35F RADIUS: 35 FLOW: 7.58 POP-UP GEAR-DRIVEN ROTORS: RAIN BIRD FALCON 6504-FC AND PC NOZZLE PRESSURE: 50 PSI *SYMBOL WITH HALO IS FULL CIRCLE, SYMBOL WITHOUT HALO IS PART CIRCLE NOZZLES USED: NOZZLE:4 RADIUS: 41 FLOW: 3.7 NOZZLE:6 RADIUS: 47 FLOW: 5.5 NOZZLE:8 RADIUS: 51 FLOW: 7.4 NOZZLE:10 RADIUS: 53 FLOW: 9.1 NOZZLE:16 RADIUS: 61 FLOW: 14.3 IRRIGATION CONTROLLER ASSEMBLY: RAIN BIRD ESPLXIVMP *STAINLESS STEEL WALL MOUNT - RAIN BIRD LXMMSS *CELL PHONE COMMUNICATIONS AND IQ HARDWARE FOR CLOUD BASED RAIN BIRD IQ CENTRAL CONTROL, IQ-NCC-4G (IQ NETWORK CARTRIDGE, 4G CELLULAR WITH 1-YEAR SERVICE) *INSTALL ONE RAIN BIRD IVM-OUT DECODER WITH EACH MASTER VALVE *INSTALL ONE RAIN BIRD IVM-SEN DECODER WITH EACH FLOW SENSOR *SURGE DEVICE ASSEMBLY: RAIN BIRD IVM-SD, GROUND SYSTEM PER MANUFACTURER GUIDELINES RAIN SENSOR ASSEMBLY MODEL: RAIN BIRD WR2-RFC (WIRELESS) - CONTROLLER AND CONTROLLER STATION NUMBER - LATERAL DISCHARGE IN GPM - REMOTE CONTROL VALVE SIZE IN INCHES T=TURF, S=SEED, B=BUBBLER FOR TREE, D=DRIP FOR PLANTING BED VALVE BOXES: RAIN BIRD VB SERIES WITH GREEN LIDS NOZZLE NUMBER ARC - QUARTER (Q), HALF (H), FULL (F)30 H 1616 IRRIGATION NOTES SUNIGA ROAD (4- L A N E A R T E R I A L ) SS SS SS SS ST ST SS SS SS W TT W T EE E ST T T E TT EE SS E ST 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 71,179 SF02-04 REFERENCE NOTES SCHEDULE PROP 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL IRRIGATED TURF 704 SF RIPARIAN SEED MIX 63 SF STORMTECH MIX 15,309 SF 02-02 02-05 02-09 REFERENCE NOTES SCHEDULE PROPOSE 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,688 SF02-04 REFERENCE NOTES SCHEDULE PROP NHB 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL UPLAND NATIVE SEED MIX 11,249 SF02-04 REFERENCE NOTES SCHEDULE PROP NHBZ 02 LANDSCAPE MATERIAL SYMBOL DESCRIPTION QTY DETAIL WOOD MULCH 14,641 SF UPLAND NATIVE SEED MIX 26,723 SF ROCK MULCH 2,565 SF LOW GROW NATIVE SEED MIX 1,431 SF RAINGARDEN MIX 6,121 SF 02-01 02-04 02-07 02-08 02-10 REFERENCE NOTES SCHEDULE {\fArial CODE QTY BOTANICAL / COMMON NAME CONT CAL TREES PA 9 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL EVERGREEN TREES JO 5 JUNIPERUS OSTEOSPERMA / UTAH JUNIPER B & B 6` HT PLANT SCHEDULE PROP CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE TREES PA 5 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL PSS 5 POPULUS DELTOIDES MONILIFERA / PLAINS COTTONWOOD B & B 2"CAL PA2 3 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL EVERGREEN TREES JS 1 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT 6` HT ORNAMENTAL TREES PM 5 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKEBERRY B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AS 6 AMELANCHIER ALNIFOLIA / SERVICEBERRY 5 GAL AF 6 AMORPHA FRUTICOSA / FALSE INDIGO 5 GAL AU 11 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 5 GAL CCM 1 CARYOPTERIS X CLANDONENSIS `BLUE MIST` / BLUE MIST SPIREA 5 GAL CM 3 CHAMAEBATIARIA MILLEFOLIUM / FERNBUSH 5 GAL CR2 13 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL FP 16 FALLUGIA PARADOXA / APACHE PLUME 5 GAL PLANT SCHEDULE PROPOSE CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE TREES GDE 2 GYMNOCLADUS DIOICA `ESPRESSO` / SEEDLESS KENTUCKY COFFEETREE B & B 2"CAL PA 11 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL PA2 15 POPULUS X ACUMINATA / LANCELEAF COTTONWOOD B & B 2"CAL SA 11 SALIX AMYGDALOIDES / PEACH LEAF WILLOW B & B 2"CAL EVERGREEN TREES JS 15 JUNIPERUS SCOPULORUM / ROCKY MOUNTAIN JUNIPER B & B 6` HT 6` HT PPB 2 PICEA PUNGENS `BAKERI` / BAKERI SPRUCE B & B 6` HT 6` HT ORNAMENTAL TREES PAA 6 PRUNUS AMERICANA / AMERICAN PLUM B & B 1.5"CAL PM 3 PRUNUS VIRGINIANA MELANOCARPA / WESTERN CHOKEBERRY B & B 1.5"CAL CODE QTY BOTANICAL / COMMON NAME SIZE HYDROZONE SHRUBS AAR 43 AMELANCHIER ALNIFOLIA 'REGENT' / REGENT SERVICEBERRY 5 GAL AU 14 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 5 GAL ACP 5 ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO` / PANCHITO MANZANITA 5 GAL CV 12 CHRYSOTHAMNUS VISCIDIFLORUS / YELLOW RABBITBRUSH 5 GAL CR2 5 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL PLANT SCHEDULE {\fArial DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDSDSDS DSDSDSDSDSDSDSDS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DSDS DS DS DS DS DS DSDS DSDS DSDSDS DSDSDSDS DS DS RA M P DS DS DS DS DS DS DS EV CHA R G I N G RA M P RAMP EV CHA R G I N G ONLY DSDS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDSDSDS DS DSDS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DSDSDS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDS DS DSDSDSDSDSDS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS RA M P RA M P RA M P RA M P DS DS DS DS DS DS DS DS DS DS DS L O D L O D LO D LOD LOD LO D LO D LODLOD LOD LOD LODLOD LOD ON L Y 20 SITE DEVELOPMENT SYMBOL DESCRIPTION QTY PARKING - GARAGE 424 PARKING - STANDARD 215 01 HARDSCAPE SYMBOL DESCRIPTION QTY CONCRETE 97,896 SF 20 SITE DEVELOPMENT SYMBOL DESCRIPTION QTY BUILDING COVERAGE 262,489 SF DRIVES AND PARKING 176,108 SF HARDSCAPE 75,974 SF R.O.W. - HARDSCAPE 21,054 SF R.O.W. - DRIVES AND PARKING 96,254 SF R.O.W. - LANDSCAPE 21,474 SF 20-11 20-12 REFERENCE NOTES SCHEDULE I-212 I-211 I-210I-209 I-208I-207 I-206I-205 I-204I-203I-202 I-201 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 2 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-200 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION OVERALL PLAN SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'150'75'300'450' 1" = 150' LODLODLODLODLODLOD LOD LOD L O D LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD L O D L O D L O D LODLOD LODLOD LO D LO D LODLOD L O D LOD LOD LO D LOD LO D L O D LODLODLODLODLODLODLODLODLOD LOD LODLODLOD LO D LOD LO D LO D LODLODLOD LOD LOD 1.5" 2.5" 2.5"2"2"1.5"1.25" 2.5" 2" 1.25"1.25" 2" 2" 1.5" 2.5" 2.5" 2" 2" 1.5" 1.25" 2.5" 2.5" 2" 2" 1.25" 2.5" 2.5" 2"1.25" 1.5" 1.25" 1.25" 2.5" 1.25" 2" 1.25" 4" 4" 4" 4" 4" 2.5" 2.5" 2" 2" 1.25" 3" 3"2.5"2.5" 2" 1.5" 2" 2" 1.25" 1.5"1.25" 3" 3" 2.5"2.5" 1.25" 2" 2" 1.25" 2" 2" 1.25" 1.25" 1.25" 35 Q 35 H 25 H 25 H 25 H 25 H 35 T 30 H 25 H 30 H 25 F 25 H 25 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 35 Q 35 H 16 16 16 16 16 16 16 16 16 16 16 1616 16 16 16 16 16 1616 161616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 8 8 8 16 16 16 16 16 16 1616 16 16 16 16 16 12 8 4 6 44 Q Q A161 2" 86 S A160 2" 72 S A159 2" 57 S A158 2" 86 S A157 2" 86 S A164 2" 57 S A165 2" 70 S A166 2" 72 S A167 2" 87 S A168 2" 86 S A169 2" 86 S A162 2" 86 S 5 5 5 5 CONTRACTOR TO INSTALL IRRIGATION PIPING IN THIS AREA BEFORE INSTALLATION OF TURF REINFORCEMENT MAT. 3" 3" 1.25"2"2" 1.5" 1.25" 1.25" DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 1 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 2 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-201 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 2 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS D SDS DS DS D S D S D SDS DS DS DS D S DS D S D S DSDS RA M P DS D S DS D S D S DS DS DS DSDS D S DSDSDSDS DS DS DS DSDS DS D S D S D S DS DSDSDS D S DSDS D S DS DS DS DS DS DS D S D S DS DS DS DS DS DS DS DS DS DSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS RA M P RA M P RA M P RA M P LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LODLODLOD 3" 4" 4" 4" 3" 3" 4" 2" 1.5"1.25" 1.5" 1.25" 1.25" 1.25" 1.25"1.25" 2.5"2.5"2"2"1.5"1.5"1.25" 1.25" 2.5" 2.5"2"2"1.5"1.5"1.25" 1.25" 2" 2" 1.5" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5"2" 2" 1.5" 1.25" 1.5" 1.5" 2" 1.5" 1.5"1.25"1.25" 2" 2"1.5" 2.5" 1.5" 2"1.5"1.25"2"1.5"1.25" 2.5"2.5"2" 2" 1.5" 1.5" 1.25" 1.25" 3" 3" 4" 4" 4" 3" 1.25" 1.25" 1.25" 6 4" 2.5" 2" 2" 8 2.5" 1.25" 2" 1.25" 2" 1.5" 1.5" 1.25" 1.25" 4" 4" 4" 4" 4"4" 2.5"1.5"2" 1.25" 2"1.5" 1.5" 1.25" 1.25" 1.25" Q Q SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS S S SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 35 H 35 H L L R R 35 Q LR R SS SS SS S S SS SS SS SS S S 25 H 25 Q 35 Q 35 Q 25 H 35 Q 35 Q 25 Q 35 H 35 H 30 H 35 H 35 H 35 H 25 H R L L R R SS SS SS SS SS SS SS SS SS SS A54 1.5" 51 T A57 1.5" 28 T A59 2" 75 T A56 2" 72 T SS A33 2" 72 T A36 2" 63 T A35 1.5" 48 T A34 1.5" 52 T A29 1" 22 T A42 2" 71 T A46 1.5" 43 T 30 Q 30 Q 35 H 35 H 35 Q 30 H 35 H 35 H 30 H 35 H 25 F 35 H 35 H 35 H30 H25H25H 35 H 25 H 25 H25H 25 H 30 H 35 H 35 H 35 F 30 F 30 F 25 F 25 F 25 F 35 Q 25 H 25 F 30 F 30 F 25 F 25 F A44 2" 60 S Q A47 1" 14 S A49 1.5" 31 S A50 2" 75 S A51 1.5" 29 S Q Q Q Q Q A32 1" 9 D A37 1" 8 D A58 1" 4 D A55 1" 5 D A53 1" 5 D A43 1" 7 D .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 A45 1" 8 B A48 1" 21 B 35 H 35 Q 35 H 35 H 35 H H 35 H A52 1.5" 27 S 5 5 5 5 5 H 16 16 16 16 16 A163 2" 72 S 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 2 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 2 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-202 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 1 MA T C H L I N E S E E S H E E T I - 2 0 3 MATCHLINE SEE SHEET I-205 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DSDS DS DS DS DS D S D S DS D S D S DS DSDSDS DS D S D S D S DS D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS D S DS DS D S D S D S D S D S DS DS DS DS DS DSDSDS DSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS DSDSDSDSDSDS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P 4" 4" 4" 4" 4"4" 4" 4" 4" 4" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 2" 2" 1.5" 1.5"1.25" 1.25" 2.5" 2.5" 2" 2"1.5"1.5"1.25"1.25" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.5" 1.25" 1.25" 2.5" 1.5" 2" 1.5" 1.25" 1.5" 1.25"1.25" 2" 2" 1.5" 1.25" 1.25" 1.25" 2.5"1.25" 1.25" 2.5" 2" 2"1.5"1.5"1.25"1.25" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.5"1.25"1.25" 1.5"1.25"1.25" 3" 3" 3"3" 4" 7 SS SS SS SS SS SS S S S S SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS S S S S S S S S S S SS S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 25 Q 25 H 25 H 30 H 25 Q 25 Q 30 Q 30 Q 25 Q 30 H 25 Q 35 H 25 F 25 F 25 Q 35 H 30 H 25 Q 25 Q 30 H 30 H 30 H 25 F L R L R L R 30 F H 35 H 25 Q35 H 35 H35H Q 35 H 35 H35 H35H 25 F 25 F 25 F25 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F 30 F A65 1.5" 28 T A64 1.5" 40 T A61 1.5" 37 T A68 2" 83 TA71 2" 56 T A69 2" 80 T A74 1.5" 52 T A72 1.5" 43 T A67 1.5" 54 T Q Q Q Q A63 1" 5 D A66 1" 4 D A70 1" 7 D A73 1" 5 D A62 1" 5 D A60 1" 5 D 5 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 3 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 2 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-203 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 2 MA T C H L I N E S E E S H E E T I - 2 0 4 MATCHLINE SEE SHEET I-206 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 4" 4" 4" 3" 2" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 2.5" 1.5"2" 1.5"1.25" 1.5" 1.25" 1.25" 3" 1.5"2.5" 1.25" 2" 1.25" 1.25" 1.25" 2.5" 1.25" 2.5" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" Q 30 H 30 H 35 H 25 F 25 F 35 H 35 Q 35 H 30 H 30 H 30 Q 30 H35H 35 H 35 H 25 F 25 F 25 F 25 F 25 Q 30 H 30 H 30 H 25 F 25 F A85 1.5" 45 T A86 1.5" 40 T 35 Q 35 Q 30 Q 30 Q 30 H 30 H 30 H 30 H 30 H 30 H 30 H 30 H 35 Q 35 Q 35 Q 35 H 30 H 35 H 35 H 35 Q 35 H 35 Q 30 H 25 F 30 Q 25 F 25 F 25 F 25 F 25 F 25 F A89 2" 59 S A91 1.5" 30 S A88 2" 79 S A84 2" 81 S A82 1" 11 T Q Q A90 1" 5 D A83 1" 6 D .5 .5 .5 .5 .5 .5 A87 1" 3 B 5 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 4 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 3 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-204 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 3 MA T C H L I N E S E E S H E E T I - 2 0 6 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DSDSDSDSDSDS DSDSDS DS DS DS DS DS DS DSDS DS DS DS D S D S DS DS DS DS DS DS D S D S D S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 4" 4" 4" 4" 2"1.5" 2.5" 1.5" 1.5" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.25" 1.25" 2" 2"1.25"1.25" 2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2" 1.5" 1.25" 2" 1.5" 1.25" 1.25" 2.5" 2.5" 2" 2" 1.25" 1.25" 1.25" 1.25" 2.5" 1.25" 1.25" 1.5" 1.25" 1.25" 2.5" 1.25" 2" 1.25" 2" 4"4" 4" 4" 4" 4" 4" 6 9 1" 4" 1.25" 3" 3" 2.5" 2.5" 1.5" 2" 1.5"1.25" 1.25" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2.5" 2" 1.5" 1.5" 1.25"1.25" 1.25" SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS RL SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 25 Q 35 35 H 25 Q 35 H 35 H 35 H 35 H 35 H R L 30 F 25 Q 25 Q 30 Q 30 H 25 F L R SS SS SS 35 H 35 H 35 H 35 H 35 H 35 Q 35 H 35 H 35 Q 35 Q 35 Q 35 H 35 H 35 F35H 25 H 25 H 25 F 25 Q 30 H 30 H 35 H 35 H 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 F 35 H 35 H 30 F 35 H 25 F 25 F A26 1.5" 44 T A12 2" 83 T A13 2" 80 T A14 2" 72 T A25 1" 14 T A24 2" 72 T A31 2" 78 T A10 1.5" 46 T A39 1" 17 T A6 1" 15 T A114 2" 79 T A113 2" 70 T A3 1.5" 27 T A9 1.5" 50 T A4 2" 69 T A41 1.5" 37 T Q Q Q Q Q A15 1" 4 D A11 1" 12 D A8 1" 4 D A7 1" 4 D A112 1" 8 D A5 1" 3 D A40 1" 5 D A30 1" 4 D A28 1" 3 D A27 1" 7 D A38 1" 2 D 5 5 5 5 5 5 H 30 Q 30 H 25 H DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 5 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 3 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-205 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-207 MATCHLINE SEE SHEET I-208 MA T C H L I N E S E E S H E E T I - 2 0 6 MATCHLINE SEE SHEET I-202 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS DS DS DS DS DS DS DS RAM P DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DSDS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS 4" 4" 4" 4" 4" 4" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 1.25" 2" 1.25" 1.25" 1.5" 2.5" 1.5" 1.25"1.25" 1.25" 1.5" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2" 3" 3" 3" 3" 4" 4" 4" 4" 2.5" 2.5" 2" 1.5" 2" 1.5" 1.5" 1.25" 1.5" 1.25" 1.25"1.25" 2" 1.5" 1.5" 1.25" 2" 1.25"1.25" 1.25" 1.25" Q SS SS SS S S S S SS SS SS S S S S S S SS S S S S S S SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS S S S S SS S S SS SS SS S S SS SS SS SS SS SS SS S S SS SS S S SS R L R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S R L 35 Q 35 H LR R L S S R L L R L L R L R R RL R L L R RL L R SS S S SS SS L R L R S S SSS S SS L R R SS SS SS S S S S SS RL R S S SS S S S S 35 Q 35 H 35 H R L LR S S SS S S S S 35 H 25 H 25 F 30 F 30 F 30 F 30 SS SS S S 25 Q 25 Q 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 35 H 35 H 25 Q 35 H 25 H 25 Q 30 F 35 H 25 H 25 H 25 Q 25 Q 25 H 25 H 25 H 25 H 25 Q 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H A20 1.5" 43 T A75 2" 83 T A77 1" 16 T A21 1" 16 T A22 2" 57 T A23 2" 71 T A80 2" 72 S A94 1.5" 53 S A92 1.5" 29 T A17 1.5" 32 T A19 1" 24 T A16 1" 12 T A81 1.5" 40 T Q A93 1" 3 D A76 1" 8 DA18 1" 2 D A78 1" 5 D A79 1" 3 D 5 5 5 5 Q 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 6 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 3 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-206 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 4 MATCHLINE SEE SHEET I-203 MA T C H L I N E S E E S H E E T I - 2 0 5 MATCHLINE SEE SHEET I-208 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS DS DS DS DS DS DS DS DS RA M P DS DS DS DS DS DS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDS DS DS POINT-OF-CONNECTION *SIZE: 3-INCH *FLOW (MAXIMUM): 160 GPM *AVAILABLE PRESSURE: 105 PSI 4" 4" 4"4" 4" 4" 4" 3" 2.5"2" 2"1.5"1.5"1.25"1.25" 2.5"1.5" 1.5" 1.25" 1.25" 2.5" 2.5"2" 2" 1.5" 1.5" 1.25" 1.25" 1.5" 1.25" 2" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 2.5"2.5"2" 2"1.5"1.5"1.25"1.25" 1.25" 1.25" 1 4 1.25" 2.5" 2" 1.25" 1.25" 2"1.5" 1.5" 1.25" 1.25" 2"2"1.5" 1.25" 3" M F B SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS R L SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 25 Q 25 Q 25 H25H 25 H 25 F 25 Q L L R L 25 Q 35 Q 35 Q 30 Q 30 Q 35 H 35 H 30 H 30 H 30 H 25 F 25 F 25 F 25 F R L S S S S S S S S S S L R R R L L R SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R R 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 Q 8 8 8 6 8 8 25 Q 4 425 Q 25 H 25 H 35 Q 25 Q 25 Q 25 Q 25 Q 25 H 35 H 4 4 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 35 Q 25 F 30 H A110 2" 57 S A111 1" 16 S A115 1.5" 37 S A117 2" 71 T A116 2" 72 T A118 2" 65 T A143 1.5" 42 T Q Q A119 1" 16 D A142 1" 1 D A139 5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .5 A109 1" 22 B 5 5 5 5 A120 2" 55 T DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 7 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 3 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-207 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-205 MA T C H L I N E S E E S H E E T I - 2 0 8 MATCHLINE SEE SHEET I-209 MATCHLINE SEE SHEET I-210 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS DS DS DS DS D S D S D S D S D S D S D S D S D S D S DS DS DS DS DS DS DS DSDS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS EV CHA R G I N G EV CHA R G I N G ONL Y DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS IRRIGATION CONTROLLER 120V POWER REQUIRED 4" 4" 4" 1.25" 1.25" 2"1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 2.5" 2.5" 1.25" 1.5" 1.5" 4" 2 3 1.25" 1.5" 1.5" 1.25" 1.25" 2" 1.25" 1.25" 1.25" 1.25" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.5" 1.25" 1.25" 1.25" 2" 2" 1.5" 1.5" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 2" 1.5" 1.25" 1.25"2" 2" 1.5" 1.25" 1.25" 4" 4" SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS S S L R S S SS SS SS SS SS SS SS SS SS LR SS SS SS SS SS SS SS SS SS SS R L S S S S S S S S S S S S S S S S S S S S S S S S SS R L S S S S S S S S S S S S S S S S R L R L 25 H 25 H 35 H 35 H 35 H 30 Q 25 Q 25 Q 25 H 25 H 30 H 35 H 30 H 35 Q 35 Q 35 Q 25 H 25 H 25 H 25 H 25 H 25 Q 25 Q 30 Q 30 Q A 35 Q 35 Q 35 H 35 Q 35 Q 35 H 25 H 25 H 25 H L R R L L S S S S S S S S S S S S S S S S RL LR L R R L S S SS S S S S R L L R L S S S S S S S S S S S S SS R R L L SS SS SS SS RL R L L R R SS SS SS SS SS SS SS SS 30 Q 30 Q 30 H 30 H 30 H 30 H 25 H 25 H 25 Q 25 Q 4 4 4 4 25 Q 25 Q 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H25 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H 25 H A99 1.5" 53 S A1 1.5" 51 T S S 1.5" T A2 2" 71 T A107 1.5" 30 S A106 1.5" 42 S A100 1.5" 37 T A97 1.5" 51 T A101 1" 18 S A103 2" 61 TA104 1.5" 37 TA105 1" 21 S A108 1.5" 26 S Q A96 1" 2 D A95 1" 3 D A102 1" 6 D A98 1" 5 D R 5 5 5 Q Q DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 8 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 4 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-208 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-210 MA T C H L I N E S E E S H E E T I - 2 0 7 MATCHLINE SEE SHEET I-205 MATCHLINE SEE SHEET I-206 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' SUNIGA ROAD (4- L A N E A R T E R I A L ) DS DS DS DSDS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS 4" 10 4" 2.5" 2.5" 2" 2"1.5"1.5" 1.25"1.25" 2.5" 2" 1.5" 1.25" 1.25" 2"1.5" 1.5"1.25" 1.25" 2" 2"1.5" 1.5"1.25"1.25" 2.5" 1.25"2" 1.5" 1.25" 1.25" 1.25" 2" 1.5" 1.25" 2.5" 2.5" 1.25" 2" 1.25" 2.5" 1.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 4" 4" 3"3"3" 4" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2" 1.5" 1.25" 1.25" 1.5" 1.25" 1.25" 1.25" 2" 1.25"1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 1.5" 1.5" 1.25" 2.5" 1.25"3" 3" 3" 4" Q SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS R L 30 H 35 H 35 H 25 H 25 H 25 H 35 H 35 Q 35 H 35 H 35 H 35 Q 35 35 H 35 H 35 35 6 6 6 6 6 4 4 6 4 4 30 Q 35 H 35 Q 35 Q 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 Q 30 H 30 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 35 H 25 F 35 F 30 F 25 F 25 F 25 F 25 F 25 F 30 F 30 F30F 8 4 4 6 4 4 4 4 4 4 4 44 4 4 44 A126 2" 59 S A121 1.5" 44 T A122 2" 74 S A124 1" 19 S A136 2" 78 T A127 1.5" 54 S 35 H 35 Q A135 2" 64 S A134 2" 78 S A133 1.5" 54 S A129 2" 68 T A125 1.5" 26 S A130 1.5" 50 S A141 1.5" 48 S A138 2" 80 T A140 1" 10 T A137 2" 77 T Q Q A139 1" 5 D A131 1" 5 D .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25 .25 .25 .25.25.25 .25 .25 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5.5.5 A132 1" 8 B A128 1.5" 28 B .5 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 A123 1" 4 B 5 5 5 5 Q 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 0 9 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 4 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-209 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-207 MA T C H L I N E S E E S H E E T I - 2 1 0 MATCHLINE SEE SHEET I-211 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DS 1.25" 1.25" 1.25" 2" 1.25" 1.5" 1.25" 35 H 35 H 35 Q 35 H 35 H 35 H 35 H 35 H 35 H 35 F 35 F 35 F 30 F 30 F 30 F 4 4 4 4 4 4 6 6 4 4 4 4 4 6 6 4 4 4 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 4 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-210 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MA T C H L I N E S E E S H E E T I - 2 0 9 MATCHLINE SEE SHEET I-208MATCHLINE SEE SHEET I-207 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' ST 4" 10 4" 2" 1.5"1.25" 2.5" 2.5" 2" 2" 1.25" 2" 2" 1.5"1.25" 2" 2" 1.25" 2.5" 2" 1.25" 2.5" 2" 2" 1.5" 1.25" 2.5" 1.25" 1.25"1.25" 1.25" 2.5" 2.5" 2" 1.5" 2" 2" 1.25" 1.25" 1.25" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 1.5" 1.5" 1.25" 1.25" 3" 4" Q 16 16 16 16 16 16 1616 10 6 16 16 16 16 16 16 16 16 16 1010 16 16 1616 10 10 10 10 10 16 16 4 6 64 8 8 16 A145 1.5" 38 S A146 2" 72 S A148 2" 56 SA149 1.5" 54 S A150 2" 72 S A151 2" 74 S A152 2" 64 S A153 2" 70 S A144 1.5" 50 T Q 5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 A147 1" 7 B 5 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 1 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 4 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-211 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-209 MATCHLINE SEE SHEET I-212 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 2.5" 2.5" 2"2" 2" 1.5" 2" 1.5" 3" 3" 10 10 4 4 4 16 Q A156 1" 15 S A155 1" 23 T A154 2" 67 T 5 DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 2 1 2 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-212 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION PLAN MATCHLINE SEE SHEET I-211 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'20'10'40'60' 1" = 20' DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-300 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 FLOW A B C D E F G H I J K A.BACKFLOW PREVENTER ENCLOSURE (SIZE AS NEEDED) B.FLANGED MOUNTED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTOR WITH OPTIONAL VALVE SETTER (MJ X FL) C.FLANGED STEEL PIPE SECTION (LENGTH AS REQUIRED,1 OF 2) D.WRAP PIPE AT PENETRATION WITH 1/4" FELT OR SLEEVE WITH CLASS 200 PVC E.4" THICK 3000 PSI CONCRETE BASE F.FINISH GRADE/TOP OF MULCH G.COMPACTED SUBGRADE H.MECHANICAL JOINT FITTING WITH TRANSITION GASKET AND MEGA-LUGS I.PVC PIPE J.VALVE SETTER (MJ X FL, SUPPLIED WITH BACKFLOW DEVICE) K.COATED DUCTILE IRON PIPE FROM P.O.C. NOTES: 1. EXTEND CONCRETE BASE MINIMUM 6" BEYOND ENCLOSURE. 2. FURNISH NOMINAL SIZE PIPE AND FITTINGS TO NOMINAL SIZE OF BACKFLOW PREVENTER. 3. INSTALLATION OF BACKFLOW PREVENTER SHALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES. 4. SUBMIT SHOP DRAWINGS SPECIFYING ENCLOSURE SIZE AND SHOWING RELATIVE LAYOUT OF EQUIPMENT. NOTES: 1. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 2. BRAND VALVE BOX LID PER SPECIFICATIONS. A B C D E F G H I J K A.STANDARD VALVE BOX WITH LID B.FINISH GRADE C.GALVANIZED THREADED CAP (SIZE 2-INCH) D.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) E.CARBON STEEL BALL VALVE (SIZE 2-INCH) F.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) G.TRACING WIRE H.FILTER FABRIC I.BRICKS (CONTINUOUS END TO END AROUND BOTTOM OF VALVE BOX) J.PVC MAINLINE PIPE K.DUCTILE IRON SERVICE TEE A B C D E F G H I J K A.TRACING WIRE B.12" VALVE BOX WITH COVER C.FINISH GRADE/TOP OF MULCH D.SENSOR DECODER E.WIRE SLICE, TYPICAL F.FLOW SENSOR G.TWO WIRE CABLE H.FILTER FABRIC I.PVC PIPE J.BRICK (1 OF 4) K.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL NOTES: 1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY. A B C D E F G A.WARNING TAPE B.FINISH GRADE C.BACKFILL D.LATERAL/MANIFOLD PIPE E.CONTROL WIRE F.MAINLINE PIPE G.TRACING WIRE REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS FLOW A B C D E F G H I J KL M N A.VALVE BOX WITH COVER ( SIZE TO ALLOW FOR A MINIMUM OF 6" OF SPACE ON ALL SIDES ) B.FINISH GRADE C.WIRE SPLICE D.SOLENOID WIRES E.DECODER F.TRACING WIRE G.MASTER VALVE H.FL X MJ DUCTILE IRON W/ RESTRAINTS (1 OF 2) I.FILTER FABRIC J.PVC MAINLINE K.TWO-WIRE CABLE L.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL M.BRICK (1 OF 4) N.CONCRETE SUPPORT BLOCK NOTES: 1. INSTALL DECODER PER MANUFACTURER'S GUIDELINES. 2. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE A MINIMUM CLEARANCE OF 6" ABOVE ASSEMBLY. 3. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE MASTER VALVE. 4. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER MASTER VALVE TO ALLOW ACCESS TO SOLENOID. 7. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. 1 WINTERIZATION ASSEMBLY N.T.S.2 BACKFLOW ASSEMBLY (3" AND LARGER)N.T.S.3 MASTER VALVE ASSEMBLY (3" AND LARGER)N.T.S. 4 FLOW SENSOR ASSEMBLY N.T.S.5 BLOW OUT ASSEMBLY N.T.S.6 TRENCHING N.T.S. M F B IRRIGATION DETAILS NOTES: 1. FURNISH NOMINAL PIPE AND FITTING SIZES IDENTICAL WITH NOMINAL TAP SIZE UNLESS OTHERWISE NOTED. 2. PROVIDE ALL NECESSARY JOINT RESTRAINTS AND THRUST BLOCKING PER SPECIFICATIONS. 3. ASSEMBLY TO BE USED TO WINTERIZE ONLY THE BACKFLOW PREVENTER ASSEMBLY. A B C D E F G H I J KL M N O A.12" STANDARD VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.1/4" THREADED PVC CAP D.1/2" COPPER REDUCING MALE ADAPTER E.1/2" COPPER PIPE (LENGTH AS REQUIRED) F.6" PVC CL 200 PIPE (LENGTH AS REQUIRED) G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL H.BRICK (1 OF 2) I.2" DIELECTRIC UNION AND COPPER REDUCER BUSHING J.DUCTILE IRON PIPE TO BACKFLOW PREVENTION ASSEMBLY (LENGTH AS REQUIRED) K.DUCTILE IRON MJ TAPPED TEE W/ 2" OUTLET L.DUCTILE IRON PIPE M.THRUST BLOCK N.ISOLATION GATE VALVE ASSEMBLY W/ MJ ENDS REFER TO ISOLATION GATE VALVE (3" AND LARGER) ASSEMBLY. O.DUCTILE IRON PIPE DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 1 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-301 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 INSTALLATION CHART DISTANCE CHART REFER TO THE FOLLOWING TABLE WHICH LISTS THE NUMBER OF BOLTS, SIZE, AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. AS AN EXAMPLE, IF YOU HAVE A 3" PIPE, YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5" AND TIGHTEN THEM WITH A TORQUE WRENCH TO 20 FT-LBS. REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS JUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS. AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 11' OF THE 90° MAINLINE DIRECTIONAL CHANGE. REDUCER BEND VALVE TO PIPE RESTRAINT LEEMCO LG RESTRAINT SERIES LEEMCO LB RESTRAINT SERIES PIPE TO PIPE RESTRAINT CAP OR DEAD END REDUCING TEE TEE ISOLATION VALVE NOTES: 1.THE RESTRAINT SCHEMES HERE ARE FOR SYSTEM PRESSURES UP TO 125 PSI. FOR HIGHER PRESSURES, CALL THE LEEMCO FACTORY. 2.EACH FITTING AND VALVE BELL MUST BE RESTRAINED TO THE LENGTH OF PIPE NOTED IN THE TABLE USING FITTING TO PIPE RESTRAINT, VALVE TO PIPE RESTRAINT, AND PIPE TO PIPE RESTRAINT AS REQUIRED. 3.PIPE JOINTS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITH PIPE TO PIPE RESTRAINTS. 4.SERVICE TEES AND COUPLINGS WITHIN THE RESTRAINED LENGTH REQUIREMENT MUST BE RESTRAINED WITH FITTING TO PIPE RESTRAINTS. 12" MINIMUM NOTE: 1. INSTALL SLEEVE SO THAT ITS LOWEST ELEVATION OCCURS AT ONE OR BOTH ENDS - NOT ALONG ITS LENGTH. A B C D A.FINISHED GRADE OF PAVED SURFACE B.SLEEVE FOR LATERAL PIPE C.SLEEVE FOR MAINLINE PIPE D.SLEEVE FOR WIRING FINISHED GRADE ELEVATION VIEW PLAN VIEWNOTES: 1. COPPER TRACING WIRE WILL START AT THE MASTER VALVE AND WILL BE ROUTED WITH ALL MAINLINE PIPE. 2. SPLICE TRACING WIRE IN IRRIGATION MAINLINE COMPONENT VALVE BOXES WHEN POSSIBLE, OTHERWISE, PLACE SPLICE IN SEPARATE VALVE BOX. A B C D E F G H A.10" ROUND VALVE BOX B.INSTALL TRACING WIRE TO THE TOP OF VALVE BOX C.WATER PROOF CONNECTION (SEE SPECIFICATIONS) D.PIPE SLEEVE SEE VALVE DETAIL E.TAPE COPPER WIRE TO TOP OF PIPE EVERY 10 FT. F.CONTINUOUS LOOP COPPER TRACING WIRE (SEE SPECIFICATIONS) G.PVC PIPE H.VALVE (TYPICAL) 1 JOINT RESTRAINT DETAIL N.T.S. 2 SLEEVING N.T.S.3 TRACING WIRE N.T.S.4 CONTROLLER ASSEMBLY N.T.S. A A B C DE A.IRRIGATION CONTROLLER WALL MOUNT B.2" PVC SCH 40 CONDUIT AND FITTINGS C.JUNCTION BOX D.WIRES TO REMOTE CONTROL VALVES E.1" PVC SCH 40 CONDUIT AND FITTINGS TO POWER SUPPLY WALL IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 2 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-302 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 A B C D E F G H I J A.JUMBO VALVE BOX WITH EXTENSION AND COVER (HEIGHT AS REQUIRED) B.FINISH GRADE/TOP OF MULCH C.AIR VACUUM RELIEF VALVE D.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) E.PVC SCH 40 BALL VALVE (SIZE 1") F.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) G.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL H.BRICK (1 OF 4) I.PVC MAINLINE PIPE J.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS K.TRACING WIRE NOTES: 1. OPEN BALL VALVE IN ASSEMBLY 1/4 TURN UNTIL IRRIGATION SYSTEM IS FULLY CHARGED WITH WATER. 2. CLOSE VALVE DURING WINTERIZATION AND OPEN 1/2 TURN AFTER WINTERIZATION OF SYSTEM TO PROTECT VALVE DURING FREEZING WEATHER. 3. REPLACE PVC BALL VALVE WITH BRASS BALL VALVE IN THE EVENT AN AIR VACUUM RELIEF VALVE WITH MALE INLET IS USED. K A A.TWO-WIRE CABLE B.VALVE BOX (10" ROUND OR AS NECESSARY) C.REMOTE CONTROL VALVE D.5/8" X 8' U.L. LISTED GROUND ROD E.DECODER F.LINE SURGE PROTECTOR G.BARE AWG #10 COPPER WIRE H.S-6 SPLIT BOLT I.BARE COPPER CONNECTION ("CADWELD") J.REMOTE CONTROL VALVE ASSEMBLY 500' MAX OR 5 DECODERS BETWEEN GROUND POINTS WHICHEVER IS FIRST GROUND ALL DEAD ENDS 25' AND LONGER SPHERE OF INFLUENCE WIRE PATH OUTSIDE SPHERE OF INFLUENCE (10' MIN.) GROUND TWO WIRE CABLE NEAR CONTROLLER PER MANUFACTURER'S GUIDELINES NOTES: 1. ALL WIRE CONNECTION SHALL BE MADE WITH APPROVED CONNECTORS. 2. MAKE ALL WIRE SPLICES IN VALVE BOXES. 3. LEAVE A MINIMUM OF 5' EXTRA WIRE AT ALL SPLICE POINTS. 4. TEST EARTH TO GROUND RESISTANCE AT ALL GROUND POINTS. 5. EARTH TO GROUND RESISTANCE MUST MEET OR EXCEED MANUFACTURER REQUIREMENTS. 6. INSTALL ALL GROUND ASSEMBLIES IN VALVE BOXES. 7. INSTALL GROUNDING EQUIPMENT AS INDICATED ON THE IRRIGATION DOCUMENTS AND AS RECOMMENDED BY THE MANUFACTURER. C D A JB E G H F I B + - WR2 WIRELESS SENSOR NOTES: 1. MOUNT RAIN/FREEZE SENSOR IN SUITABLE LOCATION ON BUILDING EAVE OR WALL PER MANUFACTURER'S INSTRUCTIONS. 2. CONNECT INTERFACE TO CONTROLLER PER MANUFACTURER'S GUIDELINES. 3. CONFIRMATION NOTE: ENSURE WIRELESS COMMUNICATIONS OPERATE BETWEEN SENSOR AND INTERFACE UNIT PRIOR TO INSTALLATION. IF WIRELESS COMMUNICATIONS ARE NOT SUFFICIENT SUBSTITUTE WIRELESS SENSOR FOR A WIRED SENSOR (HUNTER MINI-CLIK). INCLUDE HUNTER STAINLESS STEEL ENCLOSURE SG-MC AND NECESSARY MOUNTING HARDWARE FOR WIRED SENSOR. INSTALL 1-INCH CONDUIT IF WIRED SENSOR IS REQUIRED. A B C D E A.EAVE OR WALL B.MOUNTING BRACKET C.RAIN/FREEZE SENSOR INTERFACE D.RAIN/FREEZE SENSOR E.IRRIGATION CONTROLLER ASSEMBLY 1. 2. 3.4. 1/2" 5. NOTE: 1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS". 1. STRIP ENDS OF WIRE 2. SECURE WIRES INTO WIRE NUT 3. INSERT WIRE NUT INTO GEL-FILLED TUBE 4. POSITION WIRES INTO CHANNELS 5. CLOSE SPLICE KIT FOR SECURED SEAL 1 TWO WIRE GROUNDING SCHEMATIC N.T.S.2 RAIN SENSOR ASSEMBLY N.T.S. 3 WIRESPLICE N.T.S. 4 ISOLATION GATE VALVE ASSEMBLY (3" AND LARGER)N.T.S.5 AIR\VACUUM RELIEF VALVE ASSEMBLY N.T.S.6 HYDRANT ASSEMBLY N.T.S. R H A.HYDRANT B.FINISH GRADE C.PVC TEE OR ELBOW D.ISOLATION GATE VALVE, REFER TO DETAIL E.1" PVC SCH 80 PIPE F.1" PVC SCH 40 STREET ELBOW MPTXSLIP G.1" FEMALE PIPE THREAD INLET H.FILL WITH 1 CU. FT. OF LOOSE GRAVEL AROUND VALVE BODY FOR DRAINAGE I.1 8" NPT DRAIN HOLE A B C EF G I H D IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 3 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-303 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 ROOT BALL A B C D E F G H I A.WATER BASIN B.STREAM BUBBLER C.FINISH GRADE D.POP-UP SPRAY SPRINKLER W/ BUBBLER E.1/2" MALE NPT x 0.490" BARB EL F.SWING PIPE, 12" LENGTH G.1/2" MALE NPT x 0.49" BARB EL H.PVC LATERAL PIPE I.PVC SCH. 40 TEE OR EL A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.QUICK-COUPLING VALVE C.10" ROUND VALVE BOX WITH COVER D.HARCO QUICK COUPLER ANCHOR E.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) F.BRICK (1 OF 2) G.PRE-FABRICATED UNITIZED SWING JOINT 1" MIPT INLET X SOC OUTLET H.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS I.PVC MAINLINE PIPE J.TRACING WIRE NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION OF QUICK COUPLER KEY. 3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. J SEE NOTE #1 NOTE: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TO ABSORB DOWNWARD IMPACT. A B C D E A.FINISH GRADE B.POP-UP ROTOR SPRINKLER C.PRE-FABRICATED PVC SWING JOINT MIPT INLET x MIPT OUTLET D.PVC LATERAL PIPE E.PVC SCH 40 TEE OR EL A B C D E F A.FINISH GRADE/TOP OF MULCH B.POP-UP SPRAY SPRINKLER C.SWING PIPE, 12" LENGTH D.1/2" MALE NPT x BARB EL E.PVC SCH 40 TEE OR EL F.PVC LATERAL PIPE D 1 QUICK COUPLING VALVE ASSEMBLY N.T.S.2 REMOTE CONTROL VALVE ASSEMBLY N.T.S.3 POP-UP SPRAY SPRINKLER ASSEMBLY N.T.S. 4 POP-UP ROTOR SPRINKLER ASSEMBLY N.T.S.5 POP-UP BUBBLER ASSEMBLY N.T.S.6 DRIP REMOTE CONTROL VALVE ASSEMBLY N.T.S. Q NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. 7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 8. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION. A BD E C F G H I J K L M N O PQ R S A.PVC BALL VALVE B.REMOTE CONTROL VALVE WITH IVM-SOL C.RAIN BIRD WC100 WATER RESISTANT WIRE CONNECTOR D.CHRISTY ID TAG E.FINISH GRADE F.12" STANDARD VALVE BOX WITH COVER G.PVC LATERAL PIPE H.FILTER FABRIC I.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) J.PVC SCH 40 EL K.PVC SCH 40 PIPE (LENGTH AS REQUIRED) L.BRICK (1 OF 4) M.PVC MAINLINE N.TWO-WIRE CABLE O.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL P.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS Q.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL R.PVC SCH 40 MALE ADAPTER S.PVC SCH 80 CLOSE NIPPLE A B E C D I F G H I J K L M NO P Q E A.PRESSURE REGULATING FILTER B.CHRISTY I.D. TAG C.JUMBO VALVE BOX WITH COVER D.FINISH GRADE/TOP OF MULCH E.3" MINIMUM DEPTH OF 3 4" WASHED GRAVEL F.REMOTE CONTROL VALVE WITH IVM-SOL G.PVC SCH 80 TOE NIPPLE H.PVC SCH 40 EL I.PVC SCH 40 PIPE (TYPICAL) (LENGTH AS REQUIRED) J.FILTER FABRIC K.BRICK (1 OF 4) L.PVC MAINLINE. SEE NOTE 9. M.TWO-WIRE CABLE N.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS O.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL P.PVC SCH 80 CLOSE NIPPLE Q.PVC BALL VALVE R.RAIN BIRD WC-100 WATERPROOF WIRE CONNECTORSNOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID, AND PROPER OPERATION OF BALL VALVE. 7. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 8. SEE DECODER GROUNDING SCHEMATIC FOR ADDITIONAL DECODER GROUNDING INFORMATION. 9. IN CASES OF DIRECT DRIP LATERAL PIPE CONNECTION INSTALL SCH. 40 PVC BARB FITTING TO PRESSURE REGULATING BASKET. SECURE CONNECTION WITH STAINLESS STEEL PINCH CLAMPS. R IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 4 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-304 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 A B C D E F G H I J K L M N O A.6" ROUND VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.PVC SCH. 40 EL D.PVC BALL VALVE E.PVC SCH. 40 TRANSITION NIPPLE (MIPTxMHT) F.COMPRESSIONxFEMALE HOSE SWIVEL ADAPTER G.DRIP LATERAL PIPING H.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL I.BRICK (1 OF 2) J.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) K.PVC SCH 40 EL L.PVC SCH 40 STREET EL (1 OF 2) M.PVC DRIP MANIFOLD PIPE N.PVC SCH 40 TEE OR EL O.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) X X X X X X X X X X X X X X X X X X X X X X X X NOTES: 1. EMITTERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO PERENNIALS AND AT THE OUTSIDE PERIMETER OF THE PLANTING PIT OF ALL SHRUBS AND TREES. 2. INSTALL FOUR 1 GPH EMITTERS PER DECIDUOUS TREE. 3. INSTALL THREE 1 GPH EMITTER PER CONIFEROUS TREE. 4. INSTALL TWO 1 GPH EMITTER PER SHRUB. 5. INSTALL ONE 1 GPH EMITTER PER PERENNIAL. A B C D E F A.DRIP LATERAL PIPE B.CONIFEROUS TREE C.DECIDUOUS TREE D.EMITTER E.SHRUB F.PERENNIAL NOTE: 1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. A B C D E F A.FINISH GRADE/TOP OF MULCH B.6" ROUND VALVE BOX WITH COVER C.FLUSH CAP WITH HOSE THREAD CAP D.DRIP IRRIGATION LATERAL E.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL F.BRICK (1 OF 2) 1 ZONE CONTROL VALVE ASSEMBLY N.T.S.2 TYPICAL DRIP LAYOUT N.T.S.3 FLUSH CAP ASSEMBLY N.T.S. 4 ISOLATION GATE VALVE ASSEMBLY (2.5" AND SMALLER)N.T.S. NOTE: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.10" ROUND VALVE BOX WITH COVER C.6" PVC CL 200 PIPE (LENGTH AS REQUIRED) D.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL E.BRICK (1 OF 2) F.THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON-RISING STEM G.PVC MAINLINE H.PVC SCH 40 MALE ADAPTER (1 OF 2) I.TRACING WIRE IRRIGATION DETAILS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : I- 3 0 5 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 I-305 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 3 IRRIGATION CONTROLLER PEAK IRRIGATION SCHEDULE NOTES: 1. THE PEAK SEASON RUN TIME HAS BEEN CALCULATED ASSUMING AN IRRIGATION EFFICIENCY OF 70% AND A PEAK SEASON ETo OF 0.21 INCHES/DAY. THE CROP COEFFICIENT IS ASSUMED TO BE 0.8 FOR TURF AND 0.6 FOR SEED. 2. THE POC SIZE WAS CALCULATED FOR A 8 HR X 6 DAYS/WEEK IRRIGATION WINDOW TO IRRIGATE THE TURF GRASS. 3. ADJUST INDIVIDUAL STATION RUN TIMES AS NECESSARY TO ACCOMMODATE PLANT ESTABLISHMENT, PLANT TYPE, PLANT SOLAR EXPOSURE, SOIL TYPES, WIND, AND SLOPE. 4. ADJUST DRIP RUN TIMES AS NECESSARY FOR PLANT ESTABLISHMENT. RECORD RUN TIMES ON THE RECORD DRAWINGS. 5. BLANK ITEMS TO BE COMPLETED ON AS-BUILT DRAWINGS BY CONTRACTOR. SOIL TYPE - CLAY, SAND, LOAM, ETC. SLOPE - NONE, GENTLE, MILD, STEEP. MICROCLIMATE - SHADE, PARTIAL SUN/SHADE, FULL SUN. 6. PROVIDE LAMINATED COPY OF PEAK IRRIGATION SCHEDULE WITHIN IRRIGATION CONTROLLER ENCLOSURE. 1 HYDRAULIC ESTIMATION 2 ANNUAL WATER USE CHART IRRIGATION CHARTS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 1 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-100 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION NOTES REDWOOD POND FULLY AUTOMATED DRIP IRRIGATION SYSTEM WILL IRRIGATE TREES AND SHRUBS. POTABLE WATER WILL BE USED FOR IRRIGATION FROM A DEDICATED IRRIGATION METER THAT IS INSTALLED BY OTHERS (REFER TO CIVIL PLANS). THE POINT-OF- CONNECTION (P.O.C.) IS TO BE ON DISCHARGE SIDE OF METER. A PEDESTAL MOUNTED, TRADITIONALLY WIRED IRRIGATION CONTROLLER WILL BE INSTALLED UNDER THIS CONTRACT. A WIRELESS RAIN SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM DUE TO LOCAL RAINFALL EVENTS. A MASTER VALVE AND FLOW SENSOR WILL BE INSTALLED TO SHUT DOWN THE IRRIGATION SYSTEM IN CASE OF MAINLINE PIPE FAILURE. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. QUICK COUPLING VALVES HAVE BEEN PROVIDED THROUGHOUT THE SITE FOR INCIDENTAL WATERING. GENERAL DESCRIPTION GENERAL NOTES 1.THE SYSTEM DESIGN ASSUMES A MINIMUM STATIC PRESSURE AND MAXIMUM FLOW DEMAND AS SHOWN ON THE PLANS FOR THE POINT-OF-CONNECTION (P.O.C.). THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4.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, OR 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. 5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHEREVER POSSIBLE. B. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT PERMITTED. 6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE TO BE INSTALLED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED REQUIRES HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. 8.CONNECT ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 9.WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: A. IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO 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. 10.IRRIGATION PIPING LOCATIONS ON PLAN ARE SCHEMATIC. LOCATE MAINLINE, LATERAL, AND MANIFOLD SO THEY ARE A MINIMUM OF 5-FEET FROM BUILDING FOUNDATIONS. LOCATE MAINLINE TO MINIMIZE IMPACTS TO TREES. SLEEVING *TYPE: CLASS 200 PVC UNLESS OTHERWISE NOTED *SIZE: 2X CARRIER PIPE SIZE, CONTROL WIRE SLEEVE IS 2-INCH MINIMUM MAINLINE PIPE *TYPE: CLASS 200 PVC *SIZE: AS SHOWN LATERAL PIPE TO TREE RING ASSEMBLIES *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN MANIFOLD PIPE TO ZONE CONTROL VALVES *TYPE: CLASS 160 PVC *SIZE: 1" UNLESS OTHERWISE SHOWN DRIP LATERAL PIPE TO EMITTERS *TYPE: RAIN BIRD XT-700 *3/4" SIZE UNLESS OTHERWISE SHOWN *EMITTER TYPE: RAIN BIRD XERI-BUG WITH CHECK VALVE (XBCV) UNCONNECTED PIPE CROSSING POINT-OF-CONNECTION (P.O.C.) POC ASSEMBLY: *COMPONENTS PER CITY OF FORT COLLINS DETAIL #13. REFER TO DETAILS. MASTER VALVE ASSEMBLY *MODEL: RAIN BIRD PEB *SIZE: 1-INCH FLOW SENSOR ASSEMBLY *MODEL: 1-INCH FLOMEC QS200 BLOW OUT ASSEMBLY *REFER TO DETAIL ISOLATION GATE VALVE ASSEMBLY: *2.5" AND SMALLER MODEL: NIBCO T-113K QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 5LRC DRIP REMOTE CONTROL VALVE ASSEMBLY *MODEL: RAIN BIRD XCZ-100-PRBR *BALL VALVE: SPEARS PVC COMPACT *SIZE PER DRAWINGS ZONE CONTROL VALVE ASSEMBLY *BALL VALVE: SPEARS PVC COMPACT *SIZE: 1" FLUSH CAP ASSEMBLY: *MODEL: RAIN BIRD OR EQUAL LEGEND M F Q B B R TREE RING ASSEMBLY *REFER TO DETAIL INLINE DRIP FLUSH VALVE ASSEMBLY *REFER TO DETAIL IRRIGATION CONTROLLER ASSEMBLY: *MODEL: RAIN BIRD ESP-LXME2P *ENCLOSURE: RAIN BIRD LXMM WITH LXMMPED RAIN SENSOR ASSEMBLY MODEL: RAIN BIRD WR2-RFC (WIRELESS) - CONTROLLER AND CONTROLLER STATION NUMBER - LATERAL DISCHARGE IN GPM - REMOTE CONTROL VALVE SIZE IN INCHES VALVE BOXES: RAIN BIRD VB SERIES WITH GREEN LIDS B1 1" 2 .25 F EXCAVATE AND EXPOSE 1-INCH STUB OUT DOWNSTREAM OF IRRIGATION METER IN APPROXIMATE LOCATION (REFER TO CIVIL PLANS, METER INSTALLED BY OTHERS). INSTALL TYPE K COPPER PIPE FROM METER TO POC ASSEMBLY. COORDINATE CONNECTION AND PIPING INSTALLATION WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL PEDESTAL MOUNT IRRIGATION CONTROLLER IN THE APPROXIMATE LOCATION INDICATED. ELECTRICAL POWER WILL BE PROVIDED WITHIN 10 FEET. COORDINATE EXACT LOCATION OF ELECTRICAL POWER WITH THE OWNER'S REPRESENTATIVE ON SITE. PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS BETWEEN ELECTRICAL POWER SOURCE AND IRRIGATION CONTROLLER AND MAKE ALL NECESSARY CONNECTIONS. COORDINATE EXACT PLACEMENT OF CONTROLLER WITH THE OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. INSTALL RAIN SENSOR IN APPROXIMATE LOCATION SHOWN. INSTALL WEATHER SENSOR ON 8' (MIN.) TALL POLE/POST. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE ON SITE PRIOR TO CONSTRUCTION. CONNECT MASTER VALVE AND FLOW SENSOR TO IRRIGATION CONTROLLER PER MANUFACTURER'S GUIDELINES. PROGRAM HIGH FLOW POINT TO 40 GPM. INSTALL TWO CONTROL WIRES AND ONE COMMON WIRE FROM THE CONTROLLER TO EACH OF THE REMOTE CONTROL VALVE ASSEMBLIES INDICATED FOR USE AS SPARE WIRE IN CASE OF CONTROL WIRE FAILURE. PROVIDE A 3-FOOT COILED LENGTH OF EACH SPARE WIRE IN ALL REMOTE CONTROL VALVE BOXES. ROUTE SPARE WIRE IN SUCH A MANNER THAT WIRE IS ROUTED WITH ALL MAINLINE PIPE. FLAG NOTES 2 3 4 5 1 ST ST DS D SDS D SDS DS DS D S DS DS DS DS DS DS DS DS DS DS LODLOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D L O D L O D L O D L O D L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLODLODLODLODLOD L O D L O D LOD LOD L O D LO D LOD L O D LOD LOD LOD L O D LODLODLODLODLODL O D LODLOD LO D LOD LO D LODLOD LOD QQ Q Q Q Q Q Q .25 .25 .25 .25 .25 .25.25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 B1 1" 2 SHRUB B4 1" 1 SHRUB B2 1" 3 TREES B3 1" 6 TREES M F B F F FF B 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1 2 R 34 5 POINT-OF-CONNECTION SIZE: 1" FLOW: 20 GPM REQUIRED PRESSURE: 65 PSI CONTRACTOR TO INSTALL IRRIGATION PIPING IN THIS AREA BEFORE INSTALLATION OF TURF REINFORCEMENT MAT. CONTRACTOR TO INSTALL IRRIGATION PIPING IN THIS AREA BEFORE INSTALLATION OF TURF REINFORCEMENT MAT. DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 2 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-200 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION POND REDWOOD POND MA T C H L I N E S E E S H E E T I - 2 0 2 SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE. 0'30'15'60'90' 1" = 30' DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 3 0 0 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-300 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 IRRIGATION DETAILS REDWOOD POND A B C D E F G H I J K A.TRACING WIRE B.12" VALVE BOX WITH COVER C.FINISH GRADE/TOP OF MULCH D.SENSOR DECODER E.WIRE SLICE, TYPICAL F.FLOW SENSOR G.TWO WIRE CABLE H.FILTER FABRIC I.PVC PIPE J.BRICK (1 OF 4) K.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL NOTES: 1. ALLOW 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF STRAIGHT RUN OF PIPE TO ACHIEVE PROPER FLOW REGIME. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 4. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF SENSOR ASSEMBLY. A B C D E F G A.WARNING TAPE B.FINISH GRADE C.BACKFILL D.LATERAL/MANIFOLD PIPE E.CONTROL WIRE F.MAINLINE PIPE G.TRACING WIRE REFER TO SPECIFICATIONS REFER TO SPECIFICATIONS 2 MASTER VALVE ASSEMBLY N.T.S. 3 FLOW SENSOR ASSEMBLY N.T.S. 4 TRENCHING N.T.S. M F NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID. 6. INSTALL SO THAT GRAVEL IS ONLY IN CONTACT WITH BOTTOM OF VALVE ASSEMBLY. A B C D E F G H IJ K A.30" LENGTH OF COILED WIRE B.FINISH GRADE C.VALVE BOX EXTENSION (HEIGHT AS REQUIRED) D.WATER PROOF CONNECTION (1 OF 2) E.12" STANDARD VALVE BOX WITH COVER F.SOLENOID VALVE G.PVC PIPE H.BRICK (1 OF 4) I.FILTER FABRIC J.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL K.PVC SCH 40 MALE ADAPTER L.TRACING WIRE L 1 POC ASSEMBLY NOTE: DETAIL PROVIDED BY CITY OF FORT COLLINS DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 3 0 1 Pr i n t e d O n : 3/ 5 / 2 0 2 4 2 : 1 3 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-301 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 + - WR2 WIRELESS SENSOR NOTES: 1. MOUNT RAIN/FREEZE SENSOR IN SUITABLE LOCATION ON BUILDING EAVE OR WALL PER MANUFACTURER'S INSTRUCTIONS. 2. CONNECT INTERFACE TO CONTROLLER PER MANUFACTURER'S GUIDELINES. 3. CONFIRMATION NOTE: ENSURE WIRELESS COMMUNICATIONS OPERATE BETWEEN SENSOR AND INTERFACE UNIT PRIOR TO INSTALLATION. IF WIRELESS COMMUNICATIONS ARE NOT SUFFICIENT SUBSTITUTE WIRELESS SENSOR FOR A WIRED SENSOR (HUNTER MINI-CLIK). INCLUDE HUNTER STAINLESS STEEL ENCLOSURE SG-MC AND NECESSARY MOUNTING HARDWARE FOR WIRED SENSOR. INSTALL 1-INCH CONDUIT IF WIRED SENSOR IS REQUIRED. A B C D E A.EAVE OR WALL B.MOUNTING BRACKET C.RAIN/FREEZE SENSOR INTERFACE D.RAIN/FREEZE SENSOR E.IRRIGATION CONTROLLER ASSEMBLY 1. 2. 3.4. 1/2" 5. NOTE: 1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS". 1. STRIP ENDS OF WIRE 2. SECURE WIRES INTO WIRE NUT 3. INSERT WIRE NUT INTO GEL-FILLED TUBE 4. POSITION WIRES INTO CHANNELS 5. CLOSE SPLICE KIT FOR SECURED SEAL 4 RAIN SENSOR ASSEMBLY N.T.S.5 WIRESPLICE N.T.S.6 ISOLATION GATE VALVE ASSEMBLY N.T.S. R A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.QUICK-COUPLING VALVE C.10" ROUND VALVE BOX WITH COVER D.HARCO QUICK COUPLER ANCHOR E.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) F.BRICK (1 OF 2) G.PRE-FABRICATED UNITIZED SWING JOINT 1" MIPT INLET X SOC OUTLET H.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS I.PVC MAINLINE PIPE J.TRACING WIRE NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALLATION HEIGHT OF QUICK COUPLER VALVE IN VALVE BOX MUST ASSURE PROPER OPERATION OF QUICK COUPLER KEY. 3. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. J 2 QUICK COUPLING VALVE ASSEMBLY N.T.S. Q NOTE: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. A B C D E F G H I A.FINISH GRADE/TOP OF MULCH B.10" ROUND VALVE BOX WITH COVER C.6" PVC CL 200 PIPE (LENGTH AS REQUIRED) D.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL E.BRICK (1 OF 2) F.THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON-RISING STEM G.PVC MAINLINE H.PVC SCH 40 MALE ADAPTER (1 OF 2) I.TRACING WIRE 3 CONTROLLER N.T.S. 3"MIN/5"MAX NOTES: 1. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 2. BRAND VALVE BOX LID PER SPECIFICATIONS. A B C D E F G H I J K A.STANDARD VALVE BOX WITH LID B.FINISH GRADE C.GALVANIZED THREADED CAP (SIZE 2-INCH) D.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) E.CARBON STEEL BALL VALVE (SIZE 2-INCH) F.DUCTILE IRON NIPPLE (SIZE 2-INCH) (LENGTH AS REQUIRED) G.TRACING WIRE H.FILTER FABRIC I.BRICKS (CONTINUOUS END TO END AROUND BOTTOM OF VALVE BOX) J.PVC MAINLINE PIPE K.DUCTILE IRON SERVICE TEE 1 BLOW OUT ASSEMBLY N.T.S. B A B C DE A.IRRIGATION CONTROLLER B.CONCRETE PAD: 6-INCH MINIMUM THICKNESS C.FINISH GRADE D.COMPACTED SUBGRADE E.1" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL (POWER SUPPLY) F.1" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL (GROUNDING) G.2" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL (CONTROL, MASTER VALVE AND FLOW SENSOR) H.WIRES TO REMOTE CONTROL VALVES, MASTER VALVE AND FLOW SENSOR. F G H IRRIGATION DETAILS REDWOOD POND DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 3 0 2 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-302 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 2 ZONE CONTROL VALVE ASSEMBLY N.T.S. A B C D E F G H I J K L M N O A.6" ROUND VALVE BOX WITH COVER B.FINISH GRADE/TOP OF MULCH C.PVC SCH. 40 EL D.PVC BALL VALVE E.PVC SCH. 40 TRANSITION NIPPLE (MIPTxMHT) F.COMPRESSIONxFEMALE HOSE SWIVEL ADAPTER G.DRIP LATERAL PIPING H.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL I.BRICK (1 OF 2) J.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) K.PVC SCH 40 EL L.PVC SCH 40 STREET EL (1 OF 2) M.PVC DRIP MANIFOLD PIPE N.PVC SCH 40 TEE OR EL O.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3 EMITTER PLACEMENT DETAIL N.T.S. 4 FLUSH CAP ASSEMBLY N.T.S. 1 DRIP REMOTE CONTROL VALVE ASSEMBLY N.T.S. 5 DRIP TREE RING ASSEMBLY N.T.S. NOTE: 1. CONTRACTOR SHALL INSTALL ALL DRIP TUBING IN TURF AND NATIVE AREAS 2-3" BELOW GRADE. 2. DIAMETER OF DRIPLINE RINGS ARE DEPENDANT ON TREE CANOPY SIZE. 3. CONTRACTOR SHALL CUT DRIP TUBING AT POINT "X" AND INSTALL FLUSH CAP AS TRUNK DIAMETER INCREASES. 4. APPROXIMATE FLOW PER ASSEMBLY IS 0.23 GPM FOR THE 2-RING ASSEMBLY AND .43 GPM FOR THE 3-RING ASSEMBLY. A B C D E F A.DRIP LATERAL PIPE B.3/4" POLYETHYLENE TUBING: RAIN BIRD XBS BLACK STRIPE PIPE C.EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE (QTY AS REQUIRED) D.EASY FIT REMOVABLE FLUSH CAP: RAIN BIRD MDCFCAP (QTY AS REQUIRED) E.LANDSCAPE DRIPLINE TUBING: RAIN BIRD DRIPLINE MODEL XFCV-06-12 (0.6 GPH/EMITTER) F.TIE DOWN STAKE: RAIN BIRD TDS-050 W/BEND (QTY AS REQUIRED) G.TREE ROOTBALL H.EASY FIT COMPRESSION ELBOW RAIN BIRD MDCFEL (QTY AS REQUIRED) G H XX 1' FROM TRUNK 1' A F D C G H E B 1' FROM TRUNK 1'1' 3"MIN/5"MAX NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID VALVE (SIZED AS SHOWN). 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTE CONTROL VALVE ASSEMBLY. 5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. A B C D E F G H I J K L M N O PQ R S T U A.JUMBO VALVE BOX WITH COVER B.30" LENGTH OF COILED WIRE C.CHRISTY ID TAG D.WATERPROOF CONNECTION (1 OF 2) E.FILTER/PRESSURE REGULATOR F.FINISH GRADE/TOP OF MULCH G.REMOTE CONTROL VALVE H.SPARE WIRE I.PVC BALL VALVE J.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED) K.PVC SCH 40 EL L.PVC SCH 40 PIPE (LENGTH AS REQUIRED) M.FILTER FABRIC N.BRICK (1 OF 4) O.TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS P.PVC MAINLINE Q.PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED, HIDDEN) AND PVC SCH 40 EL R.PVC SCH 80 CLOSE NIPPLE S.3" MINIMUM DEPTH OF WASHED PEA GRAVEL T.PVC SCH 40 ADAPTER (FPT X SOC) U.PVC MANIFOLD PIPE X X X X X X X X X X X X X A B C D A.DRIP LATERAL PIPE B.EMITTER C.SHRUB (NUMBER AND SIZE OF EMITTERS PER EMITTER SCHEDULE) D.PERENNIAL (NUMBER AND SIZE OF EMITTERS PER EMITTER SCHEDULE) EMITTER SCHEDULE PLANT EMITTERS GPH PER TOTAL GPH TYPE PER PLANT OUTLET PER PLANT 5 GAL. LOW SHRUBS 2 SINGLE 1 GPH 2 GPH 1 GAL. LOW SHRUBS 2 SINGLE 1/2 GPH 1 GPH 1 GAL. LOW GROUND 2 SINGLE 1/2 GPH 1 GPH COVER/PERENNIAL 5 GAL. MEDIUM SHRUBS 2 SINGLE 2 GPH 4 GPH 1 GAL. MEDIUM SHRUBS 2 SINGLE 1 GPH 2 GPH 1 GAL. MEDIUM GROUND 2 SINGLE 1 GPH 2 GPH COVER/PERENNIAL NOTES: 1.ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL. 2.PLACE EMITTERS AT A LOCATION TO NOT SATURATE PLANT ROOTS, LOCATE EMITTERS JUST OFF THE EDGE OF THE ROOT BALL. 3.REVIEW PLANT MATERIAL HEALTH 1 MONTH AFTER INSTALLATION AND ADJUST EMITTER SIZE AND QUANTITY PER CITY FORESTRY DIRECTION. X X X X X NOTE: 1. INSTALL FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LATERAL SEGMENT. A BC D E F A.FINISH GRADE/TOP OF MULCH B.6" ROUND VALVE BOX WITH COVER C.FLUSH CAP WITH HOSE THREAD CAP D.DRIP IRRIGATION LATERAL E.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL F.BRICK (1 OF 2) G.90° INSERT FITTING H.PINCH CLAMP (1 OF 2) G H NOTES: 1. NOMINAL SIZE OF BALL VALVE TO MATCH NOMINAL LATERAL SIZE. 2. USE FOR FLUSHING AND WINTERIZATION OF DRIP LATERAL. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. A B C D E F G H IJ A.PVC PIPE B.12" STANDARD VALVE BOX WITH COVER C.FINISH GRADE/TOP OF MULCH D.FLEXIBLE VINYL IRRIGATION HOSE: AQUARIUS BRANDS 5/8" FLEX VINYL IRRIGATION HOSE E.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL F.FILTER FABRIC G.BRICK (1 OF 4) H.SCH 40 PVC HOSE FITTING: MIPT X HOSE FITTING I.SCH 40 PVC REDUCER BUSHING FITTING (SPIG X FIPT) J.TRUE UNION PVC BALL VALVE 6 INLINE DRIP FLUSH VALVE ASSEMBLY N.T.S. F IRRIGATION DETAILS REDWOOD POND DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: No.DESCRIPTION DATE REVISIONS No.DESCRIPTION DATE Pl o t t e d B y : Cu l l e n B . K i n o s h i t a La y o u t : IP - 3 0 3 Pr i n t e d O n : 3/ 5 / 2 0 2 4 1 : 5 5 P M Fi l e N a m e : P- E N C L A V E @ R D W D . d w g ORIGINAL SIZE 24X36 ENGINEER LAND PLANNER / LANDSCAPE ARCHITECT APPLICANT 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com ARCHITECT ENCLAVE AT REDWOOD CONSTRUCTION DOCUMENTS 01 Construction Documents 12/07/2023 JMA/CBK CBK R20-059 IP-303 300 Boardwalk Drive, Unit 4B Fort Collins, CO 80525-3093 970.229.9668 www.aquaengineering.com 02 On Site FDP Round 6 02/07/2024 03 On Site FDP Round 7 03/05/2024 3 IRRIGATION CONTROLLER PEAK IRRIGATION SCHEDULE 2 HYDRAULIC ESTIMATION IRRIGATION CHARTS REDWOOD POND 1 CONTROLLER GROUNDING DETAIL PLAN VIEW A.IRRIGATION CONTROLLER ASSEMBLY B.UL LISTED 5/8" X 10' COPPER-CLAD GROUNDING ROD C.UL LISTED 4" X 8' COPPER GROUNDING PLATE D.10" ROUND VALVE BOX WITH COVER E.BRONZE GROUND ROD CLAMP OR CADWELD CONNECTION: PAIGE ELECTRIC F.3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL G.BRICK (1 OF 4) H.#6 AWG INSULATED SOLID COPPER WIRE. NO SHARP BENDS. I.SPHERE OF INFLUENCE J.EARTH CONTACT MATERIAL, POWERSET© OR POWERFILL© DEPENDING ON SOIL CONDITIONS K.FINISH GRADE A C B 8' 10'11' I I 30" MINIMUM 12" SECTION VIEW H H H B C J D G F E NOTES: 1.CONNECT ALL #6 AWG WIRES INSIDE THE CONTROLLER. CONNECT ONE WIRE TO THE CONTROLLER GROUND LUG AND USE A #4 SPLIT BOLT TO CONNECT ALL WIRES TOGETHER. 2.EARTH CONTACT MATERIAL MUST COMPLETELY COVER THE WELD JOINT ON THE GROUND PLATE. K 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Sam Coutts 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 303.349.2820 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : 2 4 X 3 6 L P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M F i l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g Final Development Plan Enclave at Redwood Fort Collins, CO SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 01 FDP 1 10/19/2022 10 / 1 8 / 2 0 2 2 4 : 3 2 : 1 3 P M C: \ U s e r s \ t r i d g w a y \ O n e D r i v e - K T G Y \ D o c u m e n t s \ 2 1 0 4 3 5 En c l a v e a t R e d w o o d C o l o r e d _ t r i d g w a y Z H 9 H M . r v t Fort Collins, CO Enclave at Redwood A00 Architectural Site Plan -Accessibility COPYRIGHT ©2020 ktgy No .DESCRIPTION DATE RA M P RA M P RA M P RA M P RA M P RAMP 4A.X 4-PLEX 'A' ELEVATION - TYPE 3 BUILDING PLEX / ELEVATION / COLOR & MATERIAL SCHEME LEGEND 1 8C.6 BUILDING NUMBER COLOR/MATERIAL SCHEME PER SITE PLOTTING 1 2 3 4 17 16 15 5 6 10 12 11 181920 14 22 23 21 25 26 24 27 28 33 31 29 32 30 34 35 3638 39 37 40 SINGLE STORY FOOTPRINT (IF APPLICABLE) S # 3C.X 3-PLEX 'C' ELEVATION - TYPE 2 3C.X 3-PLEX 'C' ELEVATION - TYPE 1 4C.X 4-PLEX 'C' ELEVATION - TYPE 4 4A.X 4-PLEX 'A' ELEVATION - TYPE 5 4A.X 4-PLEX 'A' ELEVATION - TYPE 6 4A.X 4-PLEX 'A' ELEVATION - TYPE 7 4B.X 4-PLEX 'B' ELEVATION - TYPE 8 4B.X 4-PLEX 'B' ELEVATION - TYPE 9 4C.X 4-PLEX 'C' ELEVATION - TYPE 10 13 7 8 9 TYPE 3 - 4A.X 4 PLEX - 3 TYPE B UNITS & 1 TYPE A UNIT WITH 1 ACCESSIBLE GARAGE TYPE 2 - 3C.X 3 PLEX - 2 TYPE B UNITS & 1 TYPE A (2 BD) UNIT WITH 1 VAN ACCESSIBLE GARAGE TYPE 1 - 3C.X 3 PLEX - 2 TYPE B UNITS & 1 TYPE A (3 BD) UNIT WITH 1 VAN ACCESSIBLE GARAGE TYPE 9 - 4B.X 4 PLEX - 4 TYPE B UNITS WITH 1 ACCESSIBLE GARAGE TYPE 8 - 4B.X 4 PLEX - 4 TYPE B UNITS WITH NON ACCESSIBLE GARAGES TYPE 7 - 4A.X TYPE 10 - 4C.X 4 PLEX - 4 TYPE B UNITS WITH 1 ACCESSIBLE GARAGE TYPE 10 - 4C.X 4 PLEX - 4 TYPE B UNITS WITH 1 ACCESSIBLE GARAGE TYPE 5 - 4A.X 4 PLEX - 3 TYPE B UNITS & 1 TYPE A (2 BD) UNIT WITH 1 ACCESSIBLE GARAGE TYPE 6 4A.X 4 PLEX - 4 TYPE B UNITS WITH NON ACCESSIBLE GARAGES TYPE 8 - 4B.X 4 PLEX - 4 TYPE B UNITS WITH NON ACCESSIBLE GARAGE TYPE 6 - 4A.X TYPE 8 - 4B.X 4 PLEX - 4 TYPE B UNITS WITH NON ACCESSIBLE GARAGE TYPE 4 - 4C.X 4 PLEX - 3 TYPE B UNITS & 1 TYPE A (1BD) UNIT WITH 1 ACCESSIBLE GARAGE 6A.X 6-PLEX 'A' ELEVATION - TYPE 11 6B.X 8B.X 8-PLEX 'B' ELEVATION - TYPE 15 8C.X 6-PLEX 'B' ELEVATION - TYPE 12 8-PLEX 'C' ELEVATION - TYPE 16 6C.X 6-PLEX 'C' ELEVATION - TYPE 13 8A.X 8-PLEX 'A' ELEVATION - TYPE 14 TYPE 14 8A.2 TYPE 15 8B.4 TYPE 4 8C.6 TYPE 12 6B.3 TYPE 11 6A.2 TYPE 16 8C.5 TYPE 16 8C.6TYPE 11 6A.1TYPE 15 8B.3 TYPE 14 8A.2 TYPE 11 6A.1 TYPE 12 8B.4 TYPE 13 6C.6 TYPE 13 6C.5 TYPE 11 6A.1 TYPE 15 8B.3 TYPE 16 8C.6 TYPE 14 8A.2 TYPE 13 6C.6 TYPE 16 8C.5 TYPE 11 6A.2 TYPE 16 8C.6 TYPE 15 8B.4TYPE 12 6B.3 TYPE 13 6C.5 TYPE 11 6A.2 ARCHITECTURAL ACESSIBILITY PLAN 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 414152524141027101A01B 5201A417141 717101B01B02 01A5252020241 01A524101A7171 0271 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 0 5 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 01 Amenity Center COPYRIGHT ©2020 ktgy No .Date Description SCALE: 1/8" = 1'-0"1AMENITY CENTER -FRONT SCALE: 1/8" = 1'-0"2AMENITY CENTER-REAR SCALE: 1/8" = 1'-0"3AMENITY CENTER -LEFT SCALE: 1/8" = 1'-0"4AMENITY CENTER -RIGHT Keynote Legend Key Value Keynote Text 01A ROOF - STANDING SEAM. 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 41 FIBER CEMENT HORIZONAL LAP SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 71 FRONT DOOR 1 A 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 52 02 02 41 5202 41 5202 41 01A5202 02 41 02 41 02 52 02 71 71 4101B 52 02 01B 02 41 02 415271 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 1 6 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 02 Maintenance Garage & Mail Kiosk COPYRIGHT ©2020 ktgy No .Date Description SCALE: 1/8" = 1'-0"1MAIL KIOSK - FRONTSCALE: 1/8" = 1'-0"2MAIL KIOSK - LEFT SCALE: 1/8" = 1'-0"3MAIL KIOSK - RIGHT SCALE: 1/8" = 1'-0"4MAIL KIOSK -REAR SCALE: 1/8" = 1'-0"5MAINTENANCE GARAGE -FRONT SCALE: 1/8" = 1'-0"6MAINTENANCE GARAGE -LEFT SCALE: 1/8" = 1'-0"7MAINTENANCE GARAGE - RIGHT SCALE: 1/8" = 1'-0"8MAINTENANCE GARAGE -REAR Keynote Legend Key Value Keynote Text 01A ROOF - STANDING SEAM. 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 41 FIBER CEMENT HORIZONAL LAP SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 71 FRONT DOOR 1 A 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 025101B510202537141727141 UNIT P1 END 2 UNIT P1 UNIT P4 3BR 01B5361 52 6361415162025251 01B025351 51 01B02 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 2 2 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 03 TYPE 1 SCALE: 3/16" = 1'-0"1TYPE 1 -ELEVATION C -FRONT SCALE: 3/16" = 1'-0"2TYPE 1 -ELEVATION C -REAR SCALE: 3/16" = 1'-0"3TYPE 1 -ELEVATION C -RIGHTSCALE: 3/16" = 1'-0"4TYPE 1 -ELEVATION C -LEFT COPYRIGHT ©2020 ktgy Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 53 FIBER CEMENT VERTICAL SIDING 3 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 63 71 FRONT DOOR 1 72 FRONT DOOR 2 (2) TYPE B 1 BRM + (1) Type A 3 BRM w/ 1 VAN ACCESSIBLE GARAGE BUILDING NUMBER 32 -COLOR SCHEME 5 No .Date Description A ELEVATION 3C.X - TYPE 1 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 51 01B52 41 4102 025153717271 UNIT P1 END 2 UNIT P1 UNIT P4 2BR 07 01B510202 51 61 6101B520241626151535152002 51 01B0251 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 3 0 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 04 TYPE 2 SCALE: 3/16" = 1'-0"1TYPE 2 -ELEVATION C -FRONT COPYRIGHT ©2020 ktgy SCALE: 3/16" = 1'-0"2TYPE 2 -ELEVATION C -LEFT SCALE: 3/16" = 1'-0"3TYPE 2 -ELEVATION C -REAR SCALE: 3/16" = 1'-0"4TYPE 2 -ELEVATION C -RIGHT Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 002 ELEVATION KEYNOTES 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 53 FIBER CEMENT VERTICAL SIDING 3 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 (2) TYPE B 1 BRM + (1) Type A 2 BRM w/ 1 VAN ACCESSIBLE GARAGE BUILDING NUMBER 28 -COLOR SCHEME 6 No .Date Description A ELEVATION 3C.X - TYPE 2 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 423180023142 42 61 41 32 42 41 616101B07626162 80 32 02 02 42 33 024280410771727172 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 END w/ 1 ACCESSIBLE GARAGE 02 33 02 01B 804133 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 3 6 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 05 TYPE 3/7 SCALE: 3/16" = 1'-0"1TYPE 3/7 -ELEVATION A -RIGHT SCALE: 3/16" = 1'-0"2TYPE 3/7 -ELEVATION A -REAR SCALE: 3/16" = 1'-0"3TYPE 3/7 -ELEVATION A -FRONT SCALE: 3/16" = 1'-0"4TYPE 3/7 -ELEVATION A -LEFT COPYRIGHT ©2020 ktgy Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY 4 TYPE B UNITS AND 1 ACCESSIBLE GARAGE BUILDING NUMBER 22 -COLOR SCHEME 1 (3) TYPE B 1 BRM+(1) TYPE A 1 BRM w/ 1 ACCESSIBLE GARAGE BUILDING NUMBER 33 -COLOR SCHEME 1 No .Date Description A ELEVATION 4A.X - TYPE 3 / 7 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 END -TYPE A w/ ACCESSIBLE GARAGE 71 4151 07 72 53 71 41 5401B 020271 61 54 61 62 53 41 52 62 61 61075202 51 02 01B 52 01B 54 02 0254 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 4 4 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 06 TYPE 4 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 53 FIBER CEMENT VERTICAL SIDING 3 54 FIBER CEMENT VERTICAL SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 SCALE: 3/16" = 1'-0"1TYPE 4 -ELEVATION C -FRONT SCALE: 3/16" = 1'-0"2TYPE 4 -ELEVATION C -REAR SCALE: 3/16" = 1'-0"3TYPE 4 -ELEVATION C -LEFT SCALE: 3/16" = 1'-0"4TYPE 4 -ELEVATION C -RIGHT (3) TYPE B 1 BRM+(1) TYPE A 1 BRM w/ 1 ACCESSIBLE GARAGE BUILDING NUMBER 14 -COLOR SCHEME 5 A ELEVATION 4C.X - TYPE 4 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 4280023142423341800231 41 71 32 01B 72 41 80 33 4272 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 END TYPE A-2B w/ ACCESSIBLE GARAGE 80 7102 80 0207 62 61 61 32 62 61 61420741 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 5 0 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 07 TYPE 5 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 3/16" = 1'-0"2TYPE 5 -ELEVATION A -RIGHT Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 3/16" = 1'-0"3TYPE 5 -ELEVATION A -LEFT SCALE: 3/16" = 1'-0"1TYPE 5 -ELEVATION A -FRONT SCALE: 3/16" = 1'-0"4TYPE 5 -ELEVATION A -REAR (3)TYPE B 1BRM + (1) TYPE A 2 BRM W/1 ACCESSIBLE GARAGE BUILDING NUMBER 38 -COLOR SCHEME 1 A ELEVATION 4A.X - TYPE 5 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 01B423242 41 6162416102026261610707 423302800202410231028031 8080 423332724202024101B UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 END 71 71 7280 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 8 : 5 7 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 08 TYPE 6 SCALE: 3/16" = 1'-0"1TYPE 6 -ELEVATION A -REAR SCALE: 3/16" = 1'-0"4TYPE 6 -ELEVATION A -RIGHTSCALE: 3/16" = 1'-0"3TYPE 6 -ELEVATION A -LEFT SCALE: 3/16" = 1'-0"2TYPE 6 -ELEVATION A -FRONT Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY COPYRIGHT ©2020 ktgy 4 TYPE B UNITS W/ NON ACCESSIBLE GARAGES BUILDING NUMBER 3 -COLOR SCHEME 1 BUILDING NUMBER 10 -COLOR SCHEME 2 No .Date Description A ELEVATION 4A.X - TYPE 6 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 41 71 0742 71 4301B8072 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 END 41 72 4143 80 43 02 410201B 80 0242 61 61 41 41 01B 62 61 41 610202446242 02 43 01B 02 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 0 4 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 09 TYPE 8 COPYRIGHT ©2020 ktgy No .Date Description SCALE: 3/16" = 1'-0"1TYPE 8 -ELEVATION B - FRONT SCALE: 3/16" = 1'-0"2TYPE 8 -ELEVATION B -LEFT SCALE: 3/16" = 1'-0"3TYPE 8 -ELEVATION B -REAR SCALE: 3/16" = 1'-0"4TYPE 8 -ELEVATION B -RIGHT Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 43 FIBER CEMENT HORIZONAL LAP SIDING 3 44 FIBER CEMENT HORIZONAL LAP SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY 4 TYPE B UNITS W/ NON ACCESSIBLE GARAGES BUILDING NUMBER 24 -COLOR SCHEME 3 BUILDING NUMBERS 11,16 -COLOR SCHEME 4 A ELEVATION 4B.X - TYPE 8 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 TYPE B w/ ACCESSIBLE GARAGE 41 71 41 80 42 72 41 43 71 0701B 43 7241 43 4341 41 42 4102 61 44 61 62 43 41 42 62 61 41 610201B 42 44 44 0201B 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 1 1 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 10 TYPE 9 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 43 FIBER CEMENT HORIZONAL LAP SIDING 3 44 FIBER CEMENT HORIZONAL LAP SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 3/16" = 1'-0"1TYPE 9 -ELEVATION B -FRONT SCALE: 3/16" = 1'-0"2TYPE 9 -ELEVATION B -LEFT SCALE: 3/16" = 1'-0"3TYPE 9 -ELEVATION B - REAR SCALE: 3/16" = 1'-0"4TYPE 9 -ELEVATION B -RIGHT 4 TYPE B UNITS W/ (1) ACCESSIBLE GARAGE BUILDING NUMBER 31 -COLOR SCHEME 4 A ELEVATION 4B.X - TYPE 9 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P1 END 2 UNIT P1 UNIT P1 UNIT P1 TYPE A w/ ACCESSIBLE GARAGE 51 71 52 41 720201B 51 53 72 0702 41 51 71 5402 51 52 0201B02 61 61 6207 01B 4153 52 62 61 615254 545401B0202 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 1 8 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 11 TYPE 10 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 53 FIBER CEMENT VERTICAL SIDING 3 54 FIBER CEMENT VERTICAL SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 SCALE: 3/16" = 1'-0"1TYPE 10 -ELEVATION -C -FRONT SCALE: 3/16" = 1'-0"2TYPE 10 -ELEVATION C -LEFT SCALE: 3/16" = 1'-0"3TYPE 10 -ELEVATION -C -REAR SCALE: 3/16" = 1'-0"4TYPE 10 -ELEVATION C -RIGHT 4 TYPE B UNITS W/ (1) ACCESSIBLE GARAGE BUILDING NUMBER 23 -COLOR SCHEME 5 BUILDING NUMBER 39 -COLOR SCHEME 6 A ELEVATION 4C.X - TYPE 10 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 07 71 72 71 71 72 71 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 80 32 31 323242 42 41 33 41 32 42 01B 41 07 61 41 01B 0232 32 41 41 80 41 02 02 31 31 0241 80 6161 0231 62 62 61 61 62 62 07414241 41 31 41 32 42 33 3142 41 31 4101B02 020207 80 4132 02 31 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 2 5 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 12 TYPE 11 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 1/8" = 1'-0"1TYPE 11 -ELEVATION A -FRONT SCALE: 1/8" = 1'-0"2TYPE 11 -ELEVATION A -LEFT SCALE: 1/8" = 1'-0"3TYPE 11 -ELEVATION A - REAR SCALE: 1/8" = 1'-0"4TYPE 11 -ELEAVTION A -RIGHT BUILDING NUMBERS 7, 12 & 19 -COLOR SCHEME 1 BUILDING NUMBERS 15, 27 & 37 -COLOR SCHEME 2 A ELEVATION 6A.X - TYPE 11 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 07807172 71 71 72 714142414141414143 4161424341 42 01B 02414444 4444 444341614142 80 020202 61 61 01B 41 02 8041 4107616161614144 4142 6262 4141434401B02 02 024141424341 41 01B 02 02 80 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 3 3 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 13 TYPE 12 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 43 FIBER CEMENT HORIZONAL LAP SIDING 3 44 FIBER CEMENT HORIZONAL LAP SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 1/8" = 1'-0"1TYPE 12 -ELEVATION B -FRONT SCALE: 1/8" = 1'-0"2TYPE 12 -ELEVATION B -LEFT SCALE: 1/8" = 1'-0"3TYPE 12 -ELEVATION B -REAR SCALE: 1/8" = 1'-0"4TYPE 12 -ELEVATION B -RIGHT BUILDING NUMBERS 5 & 36 -COLOR SCHEME 3 A ELEVATION 6B.X - TYPE 12 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 UNIT P2 717254 54 61 51 02 41 02 07 5153534154 71 02 4172 71 71 5361 02 51 51 5101B 51 02 5154 02 61 61 02 07615161626161625154 5154415151535441515154510201B 5101B0254 54 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 4 1 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 14 TYPE 13 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 53 FIBER CEMENT VERTICAL SIDING 3 54 FIBER CEMENT VERTICAL SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 SCALE: 1/8" = 1'-0"1TYPE 13 -ELEVATION C - FRONT SCALE: 1/8" = 1'-0"2TYPE 13 -ELEVATION C -LEFT SCALE: 1/8" = 1'-0"3TYPE 13 -ELEVATION C -REAR SCALE: 1/8" = 1'-0"4TYPE 13 -ELEVATION C -RIGHT BUILDING NUMBERS 13 & 40 -COLOR SCHEME 5 BUILDING NUMBERS 9 & 21 -COLOR SCHEME 6 A ELEVATION 6C.X - TYPE 13 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 UNIT P3 UNIT P2 UNIT P2 UNIT P3UNIT P2 UNIT P2 UNIT P2 UNIT P2 80720742 3342613102423201B 327172 32 71 4233 80 077172717242 423242323342613102 0232333332320780 41 41 33 01B 806161 41076162426141626262616141424142 4133314132423342324131334101B0202 01B 33 41 41 616180 02 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 1 9 : 5 0 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 15 TYPE 14 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 31 FIBER CEMENT PANEL SYSTEM 1 SMOOTH FINISH 32 FIBER CEMENT PANEL SYSTEM 2 SMOOTH FINISH 33 FIBER CEMENT PANEL SYSTEM 3 SMOOTH FINISH 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 1/8" = 1'-0"1TYPE 14 -ELEVATION A -FRONT SCALE: 1/8" = 1'-0"2TYPE 14 -ELEVATION A -LEFT SCALE: 1/8" = 1'-0"3TYPE 14 -ELEVATION A -REAR SCALE: 1/8" = 1'-0"4TYPE 14 -ELEVATION A - RIGHT BUILDING NUMBERS 1, 6 & 26 -COLOR SCHEME 2 A 31 ' - 1 0 " ELEVATION 8A.X - TYPE 14 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 07616242 4341 43 424341 41 61626244 44 43614262 41434142 4361 43 41 02 02 UNIT P3 UNIT P2 UNIT P2 UNIT P3UNIT P2 UNIT P2 UNIT P2 UNIT P2 414142 41 020742 42 61 01B 7271727171727172 4244 44 42 808044 44 41 44 44 41426142 07 42 80 41 4141 41 42 43 02 8042 01B 61 61 01B4302 6161 80 42 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 2 0 : 0 0 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 16 TYPE 15 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 42 FIBER CEMENT HORIZONAL LAP SIDING 2 43 FIBER CEMENT HORIZONAL LAP SIDING 3 44 FIBER CEMENT HORIZONAL LAP SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 80 MASONRY SCALE: 1/8" = 1'-0"1TYPE 15 -ELEVATION B -REAR SCALE: 1/8" = 1'-0"2TYPE 15 -ELEVATION B -FRONT SCALE: 1/8" = 1'-0"3TYPE 15 -ELEVATION B - RIGHTSCALE: 1/8" = 1'-0"4TYPE 15 -ELEVATION B -LEFT BUILDING NUMBERS 20 & 30 -COLOR SCHEME 3 BUILDING NUMBERS 2, 8 & 35 -COLOR SCHEME 4 A ELEVATION 8B.X - TYPE 15 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 52545351524102 6162534161626261626153415307 515351415253515452 UNIT P3 UNIT P2 UNIT P2 UNIT P3UNIT P2 UNIT P2 UNIT P2 UNIT P2 52540261 71 02 07 02 53 7272 02 5241 02 01B 5353 7272727271 53415253 02 02 025452 020207 02 61 61 51 01B 02 61 61 025101B 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 phone 970.224.5828 | fax 970.225.6657 | www.ripleydesigninc.com DRAWING NUMBER: ISSUED PROJECT No.: DRAWN BY: REVIEWED BY: SEAL: PREPARED BY: ORIGINAL SIZE 24X36 RIPLEY DESIGN INC. Project Manager 419 Canyon Ave. Suite 200 Fort Collins, CO 80521 p. 970.224.5828 f. 970.225.6657 DHI Communities Aaron Posma 9555 S Kingston Court Englewood, CO 80112 p. 805.223.1761 APPLICANT OWNER ENGINEER ARCHITECT HKS Michael Moore, PE 1120 Lincoln Street, Suite 1000 Denver, CO 80203 p. 303.623.6300 KTGY Architecture + Planning William Ramsey 3660 Blake Street, Suite 500 Denver, CO 80205 p. 303.825.6400 P l o t t e d B y : R a u l M a r t i n e z La y o u t : M o d e l P r i n t e d O n : 2 / 1 9 / 2 0 1 5 4 : 3 2 P M Fi l e N a m e : R i p l e y _ 2 4 x 3 6 T i t l e b l o c k . d w g SCALE : AS INDICATED ABCDE 2 3 4 1 2 3 4 ABCDE Final Development Plan 10 / 1 2 / 2 0 2 2 2 : 2 0 : 0 9 P M C: \ K T G Y - R e v i t 2 0 2 0 P r o j e c t s \ 2 1 0 4 3 5 E n c l a v e a t R e d w o o d C o l o r e d _ r m a r t i n e z Y H T M P . r v t Fort Collins, CO Enclave at Redwood 17 TYPE 16 COPYRIGHT ©2020 ktgy No .Date Description Keynote Legend Key Value Keynote Text 01B ROOF - ASPHALT SHINGLE. 02 WOOD FASCIA BOARD AND TRIM 07 ADDRESS NUMBERS: APPROVED ADDRESS LABELS (MIN. OF 8"NUMERALS) SHALL BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY 41 FIBER CEMENT HORIZONAL LAP SIDING 1 51 FIBER CEMENT VERTICAL SIDING 1 52 FIBER CEMENT VERTICAL SIDING 2 53 FIBER CEMENT VERTICAL SIDING 3 54 FIBER CEMENT VERTICAL SIDING 4 61 GARAGE DOOR 1 & SIDE DOOR 62 GARAGE DOOR 2 71 FRONT DOOR 1 72 FRONT DOOR 2 SCALE: 1/8" = 1'-0"1TYPE 16 -ELEVATION C -REAR SCALE: 1/8" = 1'-0"2TYPE 16 -ELEVATION C -FRONT SCALE: 1/8" = 1'-0"3TYPE 16 -ELEVATION C -LEFT SCALE: 1/8" = 1'-0"4TYPE 16 -ELEVATION C - RIGHT BUILDING NUMBERS 17 & 25 -COLOR SCHEME 5 BUILDING NUMBERS 4, 18, 29 & 34 -COLOR SCHEME 6 A ELEVATION 8C.X - TYPE 16 02 FDP 2 2/1/20232/8/2023 03 FPD 3 6/14/2023 Keeney Design, Inc. 730 West Hampden Ave. Suite 303 Englewood, CO 80110 p. 303-871-1970 Lu m i n a i r e S c h e d u l e Designer Version Notes Pr o p o s e d P a r k i n g L o t PM1 This photometric report is based on industry standard practices using commercially available IES photometric files provided by the lighting manufacturers. It assumes that the manufacturer's photometric files are accurate and complete. It is based on information known at the time of completion. This report is for informational purposes only and is not a guarantee of performance or an endorsement of any manufacturer's product. Actual field results may vary. SC A L E 1 " = 8 0 ' Date:10.13.2022 04 TC Luminaire Schedule Calculation Summary Label Avg Max Min Avg/Min Max/Min Symbol Qty Label Arrangement Description Calcs up to Property Line 0.1 5.2 Lum. Watts Lum. Lumens LLF 0.0 N.A.N.A. City Road 0.1 0.3 0.0 N.A.N.A. Parking Lot 68 Wall Pack SINGLE XTOR2B-Y 0.4 8.8 0.0 N.A.N.A. Property Line + 10feet Past 18.2 1997 0.850 LPD Area Summary Label 0.0 0.0 0.0 N.A.N.A. Property Line + 10feet Past _1 0.0 0.2 9 Interior Area Lighter Area Total Watts LPD LPDArea_1 3996005 2245.597 0.0 0.0 14827 0.850 N.A.N.A. Property Line + 10feet Past _2 0.0 0.0 0.0 N.A. SINGLE N.A. Property Line + 10feet Past _3 0.0 0.0 0.0 N.A.N.A. Property Line + 10feet Past _4 PRV-PA2A-730-U-5WQ 1120.0 0.0 0.0 N.A.N.A. South Parcel 0.0 0.0 0.0 N.A.N.A. DS DS DS DS DS DS DS DSDS DS DS ELECTRIC METERS M A I L B O X ES D O G W A S H M A I N T E N A N C E Length 19 [ 6 e a ] 9 ' W i d t h DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELE CTR IC MET ERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EL ECT RIC ME TER S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EL ECT RIC ME TER S DS DS DS DSDSDS DS DSDSDS DSDSDSDSDS DS DSDS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DSDSDS DS DSDSDS DSDS DS DS DS DS DSDS ELECTRIC METERS DS DS DSDS DS DS DS DS DSDSDSDSDS DS DS ELECTRIC METERS DSDSDS DS DSDSDS DSDS DS DS DS DS DSDS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DSDSDSDSDS DS DS DS DS DS DS DS DS DSDSDSDS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EL ECT RIC ME TER S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS E LECTRIC METERS DS DS DS DS DS DS DS DS DS ELE CTRIC MET ERS DS DS DSDSDS DS DS DS DS ELECTRIC METERS DS DSDS DSDSDS DS DS DS DS DS DS DS DSDS DSDS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELE CTR IC MET ER S DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS EL ECT RIC ME TER S DSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELE CT R IC MET ER S ELECTRIC METERS DS DS DS DS DS DS DSDS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS DSDS DS ELECTRIC METERS DS DS DSDS DS DS DS DS DS DS DS DS DS ELECTRIC METERS ELE CTRIC METERS DS DS DSDSDSDS DS DS DS DS DS DS DS ELECTRIC METERS DS DS DS DS DS DS DS EL E CT R IC MET ERS DS DS DS DS DS DS DS DS 5.5 ' DS DS DS DSDSDS DS DSDSDS DSDSDSDSDS DS DSDS ELECTRIC METERS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS E LEC TRI C M ETE RS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS ELE CTR IC MET ERS Interior Area Lighter Interior Area Lighter Interior Area Lighter Interior Area Lighter Interior Area Lighter Interior Area Lighter Interior Area Lighter Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall PackWall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Interior Area Lighter Interior Area Lighter Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack Wall Pack 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EN C L A V E A T R E D W O O D - P H O T O M E T I R C P L A N -FDP 1 10/19/22 FI N A L D E V E L O P M E N T P L A N - 1 S T S U B M I T T A L - FDP 2 02/01/232/8/2023 Lu m i n a i r e S c h e d u l e Designer Version Notes Pr o p o s e d P a r k i n g L o t JDW 03 PM2 Date: 12.20.2021 SC A L E N . T . S EN C L A V E A T R E D W O O D - L I G H T I N G F I X T U R E S -FDP 1 10/19/22 FI N A L D E V E L O P M E N T P L A N - 1 S T S U B M I T T A L - FDP 2 02/01/232/8/2023