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Home My WebLink AboutUNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 2 - Site, Landscape & Elevations Plans4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Cover Sheet 00 Sheet Index UNION PARK Fort Collins, Colorado Mike Walker TB Group 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 PLANNER / LANDSCAPE ARCHITECTDEVELOPER / APPLICANT Jason Sherrill, CEO. Landmark Real Estate Holdings, LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 James McNutt - Architect NSPJ Architects 3515 W. 75th St. Suite 201 Prairie Village, KS 66208 (913) 831-1415 ARCHITECTCIVIL ENGINEER Jason T. Claeys, P.E., LEED AP Highland Development Services 6355 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 674-7570 OWNER 00 COVER SHEET 01 SITE NOTES AND TABLES SP 1 OVERALL SITE PLAN SP 2 SITE PLAN SP 3 SITE PLAN SP 4 SITE PLAN SP 5 SITE PLAN SP 6 SITE PLAN SP 7 SITE PLAN SP 8 POCKET PARKS SP 9 POCKET PARKS SP 10 SITE DETAILS SP 11 SITE DETAILS SP 13 FENCE DETAILS SP 13 PLAYGROUND DETAILS SP 14 NEIGHBORHOOD CONTEXT PLAN LS 00 LANDSCAPE COVER SHEET LS 1 OVERALL LANDSCAPE PLAN LS 2 LANDSCAPE PLAN LS 3 LANDSCAPE PLAN LS 4 LANDSCAPE PLAN LS 5 LANDSCAPE PLAN LS 6 LANDSCAPE PLAN LS 7 LANDSCAPE PLAN LS 8 EXISTING TREE INVENTORY LS 9 PLANT SCHEDULE AND DETAILS LS 10 LANDSCAPE DETAILS H1 - H2 HYDROZONE PLAN IR 0 OVERALL IRRIGATION METERS AND METHODS IR 1-6 PRELIMINARY IRRIGATION PLANS IR 7 IRRIGATION DETAILS A1.0 - 8 UNIT (A) TOWNHOME (OPTION A) A1.1 - 8 UNIT (B) TOWNHOME (OPTION A) A1.2 - 6 UNIT (A) TOWNHOME (OPTION B) A1.3 - 6 UNIT (B) TOWNHOME (OPTION C) A1.4 - 5 UNIT TOWNHOME (OPTION C) A1.5 - 9 UNIT TOWNHOME (OPTION B) A2.0 - 4 UNIT BROWNSTONE (OPTION A) A2.1 - 5 UNIT BROWNSTONE (OPTION B) A2.2 - 5 UNIT BROWNSTONE (OPTION C) A2.3 - 6 UNIT BROWNSTONE (OPTION C) A2.4 - 3 UNIT BROWNSTONE LIVE/WORK A3.0 - 32 UNIT MULTI-FAMILY APARTMENT (OPTION A) A3.1 - 32 UNIT MULTI-FAMILY APARTMENT (OPTION B) A4.0 - 49 UNIT MULTI-FAMILY APARTMENT (OPTION A) A4.1 - 49 UNIT MULTI-FAMILY APARTMENT (OPTION B) A 4.2 - 49 UNIT PARTIAL FLOOR PLAN EXHIBIT A5.0 - 4 UNIT MULTI-FAMILY APARTMENT AND GARAGE BUILDINGS (OPTION A) A5.1 - 4 UNIT MULTI-FAMILY APARTMENT AND GARAGE BUILDINGS (OPTION B) A6.0 - CLUBHOUSES / TRASH ENCLOSURES A7.0-7.2 - OFFICE/RETAIL/MULTI-USE BUILDING SS 1.0 - SHADE STUDY SS 1.1 - SHADE STUDY - WINTER SOLSTICE SS 1.2 - SHADE STUDY - WINTER SOLSTICE SS 1.3 - SHADE STUDY - NORTH PROPERTY BOUNDARY SS 1.4 - SHADE STUDY - NORTH PROPERTY BOUNDARY P 01 OVERALL PHOTOMETRIC PLAN P 02 - P03 PHOTOMETRIC PLANS P 04 PHOTOMETRIC CUT SHEETS Planning Approval: BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO THIS__________DAY OF _________________________ A.D., 20_______. _____________________________________________________________________________ DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES Vicinity Map Jim Galloway, LEED AP Galloway 5500 Greenwood Plaza Blvd, Suite 200 Greenwood Village, CO 80111 (303) 770-8884 ELECTRICAL ENGINEER Owner's Certification of Approval THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE AM/ARE THE LAWFUL OWNER(S) OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DOES/DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF, I/WE HAVE UNTO SET MY/OUR HAND(S) AND SEAL(S) THIS ___ DAY OF _________, 20____. BY: ______________________________________________ JASON SHERRILL, OWNER NOTARIAL CERTIFICATE: STATE OF _______________) ) ss. COUNTY OF _____________) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF _________________________, 20______, BY JASON SHERRILL. ___________________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES: ______________ [SEAL] Contract Purchaser's Certification of Approval NOTARIAL CERTIFICATE - JASON SHERRILL: STATE OF _______________) ) ss. COUNTY OF _____________) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF ________________, 20_____, BY JASON SHERRILL, MEMBER OF ZIEGLER 1924B LLC, A COLORADO LIMITED LIABILITY COMPANY. ____________________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES: _____________ [SEAL] THE UNDERSIGNED DO HEREBY CERTIFY THAT WE ARE THE LAWFUL CONTRACT PURCHASER OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF, WE HAVE UNTO SET OUR HANDS AND SEALS THIS _______ DAY OF __________________________, 20______. ZIEGLER 1924B LLC, A COLORADO LIMITED LIABILITY COMPANY BY: _____________________________________________ JASON SHERRILL, MEMBER Jason Sherrill, CEO. Landmark Real Estate Holdings, LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 Site NORTH Legal Description A PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SURVEYOR Steven Parks, PLS Majestic Surveying, LLC 1111 Diamond Valley Dr Ste 104, Windsor, CO 80550 (970)833-5698 Site Plan Notes: 1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 18.ATTACHED AND DETACHED GARAGE SPACES BEING COUNTED TOWARDS MINIMUM PARKING REQUIREMENTS MUST BE INCLUDED IN THE PRICE OF UNIT/UNIT RENT AND CAN NOT BE LEASED SEPARATELY. 19.THIS PROJECT WILL MEETSTHE ODP PLAN NOTES RELATED TO SOLAR ON BUILDINGS, 4TH FLOOR SIZE/DIMENSIONS DURING THE PERMITTING PROCESS AND DOCUMENTED FOR CERTIFICATION OF OCCUPANCY. IRRIGATION Tim Grote, P.E. Irrigation Engineers www.irrigationengineers.com (307) 509-0238 THE FOLLOWING CODE SECTIONS WERE MODIFIED AND APPROVED AS PART OF THE ZIEGLER-CORBETT ODP. 1.4.26(D)(2) FOR 100% SECONDARY USES 2.4.26(D)(3)(A) TO PERMIT A 4TH STORY FOR RESIDENTIAL BUILDINGS ON PARCELS B & C. ZIEGLER-CORBETT ODP APPROVED MODIFICATIONS 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Site Notes and Tables 01 BROWNSTONES (FEE SIMPLE) 4, 5 AND 6 UNIT PER BLDGS. (1) SIX UNIT BUILDINGS = 6 (7) FIVE UNIT BUILDINGS = 35 (4)FOUR UNIT BUILDINGS = 16 192 UNITS 57 UNITS 30.6% 9.1% BUILDING DESCRIPTION # OF UNITS % OF UNITSHC BUILDING TYPES 01a - MULTI-FAMILY (M.F.) 6 BUILDINGS - 14% TWO VARIATIONS 02a - SINGLE FAMILY ATTACHED (S.F.A.) 12 BUILDINGS - 28% PRODUCT DESCRIPTION / VARIATION 245 UNITS 39.1% 3 STORIES 3 STORIES 29'-7" IN HEIGHT (2) MIXED USE 1ST FLOOR - 2,680 SF RETAIL 2ND FLOOR - TWO UNITS (2) THREE UNIT LIVE WORK 4 UNITS03 - RESIDENTIAL MIXED USE 4 BUILDINGS - 9% 2 STORIES 32-4" IN HEIGHT Land-Use Statistics EXISTING ZONING: HC - HARMONY CORRIDOR LAND USE:MIXED USE PER APPROVED ZIEGLER-CORBETT ODP MULTI-FAMILY BUILDINGS:16 - TWO, THREE AND FOUR STORY - 457 UNITS TOTAL S.F.A. BUILDINGS:24 - THREE STORY - 136 UNITS TOTAL MIXED USE BUILDINGS 4 - TWO STORY - 10 UNITS TOTAL CLUBHOUSE BUILDINGS 1 - ONE STORY RETAIL / OFFICE / DAYCARE BLDGS.3 - ONE OR TWO STORIES GARAGE BUILDINGS 5 - ONE STORY TOTAL NUMBER OF BUILDINGS 53 GROSS LAND AREA:32.69 AC OR 1,423,979 SQUARE FEET PARK SPACE REQUIRED MINIMUM 1.0 ACRE PER APPROVED ODP PARK SPACE PROVIDED 2.3 ACRES - PARK, SPACE / POOL AND CLUBHOUSE BUILDING GROSS S.F.: N/A FLOOR AREA RATIO (F.A.R.):N/A NUMBER OF UNITS 603 UNITS PER ACRE 18.4 UNITS PER ACRE (GROSS) TOTAL BEDROOMS 1,174 BEDROOMS BUILDING HEIGHTS: NOTE: THE ZIEGLER-CORBETT ODP HAS AN APPROVED MODIFICATION FOR RESIDENTIAL BUILDING HEIGHT. 32 UNIT APARTMENT BUILDING MAX HEIGHT = 3 STORIES / 39' - 6" (+,-) 29'-11" AT TOP FLOOR PLATE (ALL OPTIONS) 49 UNIT APARTMENT BUILDING MAX HEIGHT = 4 STORIES / 49' - 6" (+,-) 41'-8"' AT TOP FLOOR PLATE (ALL OPTIONS) BROWNSTONES MAX HEIGHT = 3 STORIES / 39' - 11" (+,-) 29' - 7" AT TOP FLOOR PLATE - (ALL OPTIONS) TOWNHOMES MAX HEIGHT = 3 STORIES / 37'- 0" (+,-) 29'-10" AT TOP FLOOR PLATE - (ALL OPTIONS) CLUBHOUSE 1 STORY MULTI-USE BUILDING 2 STORY 32 UNIT APARTMENTS (6) 32 UNIT BUILDINGS 01b - MULTI-FAMILY (M.F.) 5 BUILDINGS - 12% TWO VARIATIONS 4 STORIES 49 UNIT APARTMENTS (5) 49 UNIT BUILDINGS 01-c - MULTI-FAMILY (M.F.) 5 BUILDINGS - 12% TWO VARIATIONS 4 UNIT APARTMENTS (5) 4 UNIT BUILDINGS 20 UNITS 3.2% TOTAL NUMBER OF BUILDINGS = 16 TOTAL VARIATIONS = 6 TOTAL M.F UNITS = 457 2ND FLOOR TOTAL NUMBER OF BUILDINGS = 24 TOTAL VARIATIONS = 8 TOTAL S.F.A UNITS = 136 GRAND TOTAL NUMBER OF RESIDENTIAL BUILDINGS = 44 GRAND TOTAL UNITS = 603 Parking Analysis - Per Approved Modification Request to Use the Proposed L.U.C. Requirements SQUARE FEET ACRES % OF BUILDING FOOTPRINTS 411, 241 9.5 29.1% LANDSCAPE / OPEN-SPACE 466,396 10.7 32.7% PAVED DRIVE AND PARKING 321,535 7.4 22.6% SIDEWALKS / HARDSCAPE 214,318 4.9 15.0% DEDICATION OF PUBLIC ROW = 10,489 0.2 0.6% TOTAL AREA: 1,423,979 sf 32.7 ac 100% Area Coverage TOWNHOME (FEE SIMPLE) 5, 6, 8 AND 9 UNIT PER BLDGS. (1) NINE UNIT BUILDINGS = 9 (3)EIGHT UNIT BUILDINGS = 24 (6)SIX UNIT BUILDINGS = 36 (2)FIVE UNIT BUILDINGS = 10 79 UNITS 16.4%02b - SINGLE FAMILY ATTACHED (S.F.A.) 11 BUILDINGS - 25% ATTACHED GARAGE SPACES = 414 SPACES 9 X17 STANDARD OFF STREET SPACE = 313 SPACES DIAGONAL PARKING 93 SPACES COMPACT DIAGONAL PARKING 22 SPACES 8 X 23 ON STREET PARALLEL* = 79 SPACES* REQUIRED RESIDENTIAL PARKING BASED ON BEDROOMS 870 SPACES PARKING SPACES PROVIDED FOR RESIDENTIAL DEVELOPMENTS = 921 SPACES PARKING REQUIRED FOR OFFICE / RETAIL GENERAL OFFICE 1 1000 SF X 11,600 SF = 12 SPACES GENERAL RETAIL 1 500 X 11,600 SF = 24 SPACES DAY CARE 1 1000 SF X 10,120 SF = 11 SPACES SPACES REQUIRED 47 SPACES 9 X17 STANDARD OFF STREET SPACE = 87 SPACES 8 X 23 ON STREET PARALLEL = 7 SPACES PARKING SPACES PROVIDED FOR OFFICE / RETAIL / DAY CARE = 94 SPACES TOTAL PARKING SPACES REQUIRED WITHIN ENTIRE DEVELOPMENT = 934 SPACES TOTAL PARKING SPACES PROVIDED WITHIN ENTIRE DEVELOPMENT = 1,015 SPACES *- DOES NOT INCLUDE POTENTIAL AND ALLOWED PARALLEL PARKING WITHIN TOWNHOMES Parking Provided BICYCLE PARKING RQUIREMENT PROVIDED: RESIDENTIAL FIXED RACKS 470 SPACES (EACH U RACK IS 2 SPACES = 236) IN GARAGE (COVERED)286 SPACES (2 LOCATED IN EACH SFA GARAGE) (SEE BIKE RACK THIS SHEET)260 SPACES (2 LOCATED IN EACH APARTMENT GARAGE) BIKE SHELTER (COVERED)162 SPACES TOTAL RESIDENTIAL COVERED REQUIRED 707 SPACES TOTAL RESIDENTIAL COVERED PROVIDED 708 SPACES TOTAL RESIDENTIAL REQUIRED 1,178 SPACES TOTAL RESIDENTIAL PROVIDED 1,178 SPACES OFFICE AREA OFFICE AREA COVERED BIKE LOCKER 3 SPACES REQUIRED / 3 SPACES PROVIDED OFFICE AREA FIXED RACKS 10 SPACES REQUIRED / 12 SPACES PROVIDED TYPE 1 TYPE 2 TYPE 3 3 STORIES 29'-11" IN HEIGHT 6 UNITS 1.6%TOTAL NUMBER OF BUILDINGS = 4 TOTAL S.F.A UNITS = 10 PRODUCT 01 - Velo Hinge Bike Rack - Wall Mount Black 6 UNIT-OPTION A 5 UNIT-OPTION B AND C 4 UNIT-OPTION C 9 UNIT-OPTION B 8 UNIT-OPTION A1 6 UNIT-OPTION B 5 UNIT-OPTION C 8 UNIT-OPTION A2 6 UNIT-OPTION C Product 02 - Madrax Urban Bike Outdoor Locker - Stainless Surface Mount EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE EV Legend - See Site Plans for Locations ·POLICY LIV 3.5 - DISTINCTIVE DESIGN REQUIRE THE ADAPTATION OF STANDARDIZED CORPORATE ARCHITECTURE TO REFLECT LOCAL VALUES AND ENSURE THAT THE COMMUNITY'S APPEARANCE REMAINS UNIQUE. DEVELOPMENT SHOULD NOT CONSIST SOLELY OF REPETITIVE DESIGN THAT MAY BE FOUND IN OTHER COMMUNITIES. ·POLICY LIV 3.6 - CONTEXT-SENSITIVE DEVELOPMENT ENSURE THAT ALL DEVELOPMENT CONTRIBUTES TO THE POSITIVE CHARACTER OF THE SURROUNDING AREA. BUILDING MATERIALS, ARCHITECTURAL DETAILS, COLOR RANGE, BUILDING MASSING, AND RELATIONSHIPS TO STREETS AND SIDEWALKS SHOULD BE TAILORED TO THE SURROUNDING AREA. ·A CHILD CARE CENTER WILL BE PROVIDED AS PART OF THE DEVELOPMENT IN EITHER OF THE PARCELS INDICATED THE ODP. ·PARCEL B WILL BE ALLOWED A 4TH FLOOR FOR ROOF TOP DECK AND AMENITIES AND RESIDENTIAL LOFT UNITS. PARCEL C WILL BE ALLOWED A 4TH FLOOR FOR FULL RESIDENTIAL UNITS. ·PARCEL B - 4TH STORIES SHALL BE SET BACK A MINIMUM OF 10-FT ON ALL SIDES AND THE 4TH STORY FLOOR AREA SHALL NOT EXCEED TWO-THIRDS (2/3) OF THE FLOOR AREA OF THE FLOOR BELOW, BUT NOT INCLUDING OPEN BALCONIES OR ROOFTOP PATIOS. ·PARCEL C - 4TH STORIES OF RESIDENTIAL BUILDINGS SHALL BE SET BACK AN AVERAGE OF 10-FT ON AT LEAST TWO SIDES FROM THE FLOOR BELOW. · ALL RESIDENTIAL UNITS WILL BE ENHANCED WITH SOLAR PANELS. ·TOWNHOME AND CONDOMINIUM UNITS WILL BE EITHER LEED GOLD OR ZERO ENERGY READY CERTIFIED. ·4 - 12 LIVE / WORK UNITS WILL BE PROPOSED AS A PART OF THE OVERALL DEVELOPMENT. THESE UNITS WILL INCLUDE STREET FACING COMMERCIAL STOREFRONT ACCESS. ZIEGLER-CORBETT ODP CONDITIONS OF APPROVAL C C C C C C C C C C C C C C C C C C C C D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D ND YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYSNYLOPLAST DONOTPOLLUTE D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD NDYLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 DS DS DS DS UPUP DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMT EXCLUSION BLDG A8 ESMT EXCLUSION BLDG A7 ESMT EXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMT EXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 KINGSLEY COURT NEWBURG COURT HARRINGTON COURT CO R B E T T D R I V E ZI E G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZI E G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B T R A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A ENGLISH RANCH SOUTH ZONED LMN FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC 4062 KINGSLY COURT OWNER: FRANCES M. RODAMMER 4063 HARRINGTON COURT OWNER: JOSHUA RICE ET. AL. 4062 NEWBURY COURT OWNER: THOMAS C. BEMENT ET. AL. 4063 NEWBURY COURT OWNER: KARLA M. SANTICH 4062 HARRINGTON COURT OWNER: JANET A. DELANEY TRACT B ENGLISH RANCH SOUTH P.U.D. REC. #96089830 OWNER: ENGLISH RANCH SOUTH HOA PARCEL #8732100001 OWNER: BARTRAN FAMILY LLC. REC. #20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area for Playground Area for Playground Detention D.E. VARIES 5 885588 55 8 4 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 5 8 7 10 7 11 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SCALE 1" = 60'-0" 60'0 120'90'NORTH Overall Site -Union Park Development Overall Site Plan SP 1 HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE Legend ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES NOTE - 1.ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2.ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 3.TRASH COLLECTION FOR ALL BROWNSTONES / TOWNHOMES ARE INDIVIDUAL CONTAINERS STORED IN GARAGES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 KINGSLEY COURT NEWBURG COURT HARRINGTON COURT FORTITUDE LANE GOLDEN GROVE DRIVE BL U E C O A T D R I V E JU N C T I O N D R I V E TRACT A TRACT B T R A C T C TRACT G 3-Story Brownstones SFA 12 Buildings 57 Units 4062 KINGSLY COURT OWNER: FRANCES M. RODAMMER 4063 HARRINGTON COURT OWNER: JOSHUA RICE ET. AL. 4062 NEWBURY COURT OWNER: THOMAS C. BEMENT ET. AL. 4063 NEWBURY COURT OWNER: KARLA M. SANTICH 4062 HARRINGTON COURT OWNER: JANET A. DELANEY OWNER: B 2 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 36.00' 30.00' UE, EAE 26.00' UE, EAE Neighborhood Park C 7 10 C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRON DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 2 MA T C H L I N E S H E E T S P 3 PROPERTY LINE 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH 5.00' TYP. 5.00' TYP. MATCH LINE SHEET SP5 PROPERTY LINE 2 CAR ATTACHED GARAGE EACH UNIT (TYP) AND 2 BIKE RACKS IN EACH 26.67' NOTE - 1.ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2.ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 3.TRASH COLLECTION FOR ALL BROWNSTONES / TOWNHOMES ARE INDIVIDUAL CONTAINERS STORED IN GARAGES Legend 20.00' 20.00' 20.00' 29.33' 5.00' TYP. 11.33' 5.00' 27.99' 6.50' 5.00' 25.77'11.33' 6.50' 26.65'11.33' 6.50' 6.00' 6.50'6.50'6.50' 5.00' 5.00' 9.75'9.75' 5.00' 5.00' 6.50' 5.00' 9.75' 5.00' 10.00' 5.00' 6.50' 5.00' 26.67' 9.75'9.75' 5.00' 5.00' 6.50'6.50' 5.00' 5.00' 5.00' 10.00' 26.67' 5.00' 6.50'6.50' 5.00'5.00' 9.75' 5.00' 5.00' 5.00' 3.00' 3.00' 5.00' 5.00' 5.00' ENHANCED CROSSWALK SEE SHEET SP 07 FENCE TYPE 1. SEE DETAIL 1 SHEET SP 12. TYPICAL ALL TOWNHOME UNITS HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE LO C O M O T I V E D R I V E JU N C T I O N D R I V E T R A C T C TRACT D ZONED LMN TRACT B ENGLISH RANCH SOUTH P.U.D. REC. #96089830 OWNER: ENGLISH RANCH SOUTH HOA PARCEL #8732100001 OWNER: BARTRAN FAMILY LLC. REC. #20050066116 3-Story Townhomes SFA 12 Buildings - 79 Units Pocket Park C 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 30.00'30.00' UE, EAE 30.00' UE, EAE 7 Neighborhood Park D 7 11 C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE 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IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 3 MA T C H L I N E S H E E T S P 2 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH MA T C H L I N E S H E E T S P 4 MATCH LINE SHEET SP6 Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH PROPERTY LINE 5.00'8.50' GARAGE BUILDINGS (TYP). 2 BIKE RACKS IN EACH GARAGE NOTE - 1.ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2.ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 24.95' 5.00' 37.28' 23.82'25.29'11.00' 6.50' 5.00' 5.00' 5.00' 6.50' 23.32' 5.00'5.00' 11.00'20.98' 11.00' 6.50' 3.00' 3.00' 5.00' 6.50' 10.08' 5.00'5.00' 6.50' 10.08' 5.00'5.00' 10.08' 6.50' 5.00' 10.08'10.08' 5.00' 6.50' 5.00' 6.50' 5.00' 10.08' 5.00' 10.08' 5.00' 6.50' 6.50' 5.00' 13.08'30.00' 5.00'5.00' 6.50' 5.00' 13.08'30.00'19.88' 5.00' 6.50' 13.08' 30.00' 6.00' 5.00' 5.00' ENHANCED CROSSWALK SEE SHEET SP 07 Legend FENCE TYPE 1. SEE DETAIL 1 SHEET SP 12. TYPICAL ALL TOWNHOME UNITS HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTO WATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINS TO WATERWAYS Day Care LOT C3 LOT C1 LOT C2 BLOCK 25 IN F A N T R Y T E R R A C E D R I V E TRACT E TRACT F SE N T R Y L A N E Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total TRACT B ENGLISH RANCH SOUTH P.U.D. OWNER: ENGLISH RANCH SOUTH HOA 15 10 9 9 14 Plaza Detention D.E. VARIES Area for Playground Area for Playground Pocket Park C 24.00' UE, EAE 30.00' 7 Area for Playground C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRON DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 4 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH MA T C H L I N E S H E E T S P 3 MATCH LINE SHEET SP7 Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH DET. POND DRAINAGE EASEMENT VARIES. 9.00' 17.00' 18.73' 18.00' PROPERTY LINE EX R.O.W. LINE NEW R.O.W. LINE EX R.O.W. LINE NEW R.O.W. LINE 7.00' 7.00' 5.00' 5.00' 5.00' 8.00' 5.00' NOTE - 1.ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2.ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 14.32'15.18'19.77'19.36' 30.55' 17.08' 21.16' 24.17' 6.00' 5.00' Legend HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE C C C C C C C C C C C C C C C C NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS UPUP 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION EE G1 EE G2EE AG1 EE AG2 BLOCK 29 LOT R1 JU N C T I O N D R I V E FORT SUMTER WAY UN I O N P A R K A V E N U E TRACT G TRACT N TRACT M TRACT O Community Center, Pool and Park 1.0 ac 3 79 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 9 4 12 3 5 8 55 8 Pocket Park A 6 7 36.00' 26 UE, EAE' 26.00' UE, EAE 26 UE, EAE' 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE Neighborhood Park B 7 7 8 7 10 C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 5 MA T C H L I N E S H E E T S P 6 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH MATCH LINE SHEET SP2 Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH 18.28' 15.02' 9.00' 20.00'20.00' 65.00' 16.00'20.00' PROPERTY LINE EX R.O.W. LINE 6.00' 6.00' 5.00' PICNIC SHELTER ENCLOSED BIKE SHELTER - 162 BIKES 19.83'19.83' 23.00' 8.00' 24.00' 9.00' 17.00' ALL GARAGE BUILDINGS (TYP). INCLUDES 2 BIKE RACKS IN EACH GARAGE 8 CAR GARAGE BUILDING WITH 4 RESIDENTIAL UNITS SECOND STORY ALL GARAGE BUILDINGS (TYP). INCLUDES 2 BIKE RACKS IN EACH GARAGE 8 CAR GARAGE BUILDING WITH 4 RESIDENTIAL UNITS SECOND STORY 17.00'9.00' 17.00'9.00' 7.00' 5.00'7.00' 7.00' 28.17' NOTE - 1 - ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2 - ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 3 - TRASH ENCLOSURES ARE INSIDE / ATTACHED TO APARTMENT BUILDINGS AREA DESIGNATED FOR CLOCK TOWER AND PLAZA AREA DIAGONAL PARKING (TYP) PROVIDES STREET LIKE PRIVATE DRIVE DESIGNATION 9.00' 22.20' 60.0°' ENHANCED CROSSWALK SEE SHEET SP 07 Fitness Clubhouse Pool ENHANCED CROSSWALK SEE SHEET SP 07 174.54' 8.17'8.17'9.00' Legend (4) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 PRE-CAST CONCRETE SEAT WALL ON CONCRETE PAD. TYP (10) AT EACH BUILDING. SEE PRODUCT 11 SHEET SP 10 (4) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 PRE-CAST CONCRETE SEAT WALL ON CONCRETE PAD. TYP (10) AT EACH BUILDING. SEE PRODUCT 11 SHEET SP 10 18.00' 2.00'12.00' 2.00'18.00' 2.00' 12.00' 2.00' (16) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (5) PARK BENCH SEE PRODUCT 01 SHEET SP 10 10 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 (1) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 5 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 (5) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (12) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (3) PARK BENCH SEE PRODUCT 01 SHEET SP 10 (4) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (22) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (4) PARK BENCH SEE PRODUCT 01 SHEET SP 10 5 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. TYP BETWEEN GARAGE BUILDINGS - SEE SHEET 12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE - SEE SHEET 12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. TYP BETWEEN GARAGE BUILDINGS FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE - SEE SHEET 12 FENCE TYPE 2. SEE DETAIL 2 SHEET SP 12. FENCE TYPE 2. SEE DETAIL 2 SHEET SP 12. FENCE TYPE 2. SEE DETAIL 2 SHEET SP 12. HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE C C C C NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS DS DSDS DS DS DS DS DS DS DS DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS 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 DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS BLDG A9 ESMT EXCLUSION BLDG A8 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMT EXCLUSION EE AG3 EE G3 EE AG4EE G4 UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E TRACT L TRACT K FRONT RANGE VILLAGE ZONED HC 3 5 6 5 4 11 7 6147 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 68 1 Detention D.E. VARIES 855 8 Pocket Park B 26 UE, EAE' 26 EAE' 26.00' UE, EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' EAE Neighborhood Park B 7 11 C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 6 MA T C H L I N E S H E E T S P 5 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH MATCH LINE SHEET SP3 MA T C H L I N E S H E E T S P 7 Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH NOTE - 1 - ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2 - ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK ALL GARAGE BUILDINGS (TYP). INCLUDES 2 BIKE RACKS IN EACH GARAGE 8 CAR GARAGE BUILDING WITH 4 RESIDENTIAL UNITS SECOND STORY 8.00' 11.17' PROPERTY LINE ALL GARAGE BUILDINGS (TYP). INCLUDES 2 BIKE RACKS IN EACH GARAGE 8 CAR GARAGE BUILDING WITH 4 RESIDENTIAL UNITS SECOND STORY 11.17' 20.00'20.00' 48.00' 16.00'16.00' 5.00' 9.00' 17.00' 23.00' 8.00' 8.50' 5.00' 7.00' 19.83'19.83'20.92' PICNIC SHELTER 9.00' 22.20' 60.0°' 23.33' ENHANCED CROSSWALK SEE SHEET SP 7 ENHANCED CROSSWALK SEE SHEET SP 7 9.00'8.17'8.17'9.00' Legend (4) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 PRE-CAST CONCRETE SEAT WALL ON CONCRETE PAD. TYP (10) AT EACH BUILDING. SEE PRODUCT 11 SHEET SP 10 (4) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 PRE-CAST CONCRETE SEAT WALL ON CONCRETE PAD. TYP (10) AT EACH BUILDING SEE PRODUCT 11 SHEET SP 10 18.00' 2.00' 12.00' 2.00' 18.00' 2.00' 12.00' 2.00' 5 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 (3) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (22) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (5) PARK BENCH SEE PRODUCT 01 SHEET SP 10 5 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 (3) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (8) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (2) PARK BENCH SEE PRODUCT 01 SHEET SP 10 20 X 10 PERGOLA WITH (2) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 (2) TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (8) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (2) PARK BENCH SEE PRODUCT 01 SHEET SP 10 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. SEE SHEET SP12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. TYP BETWEEN GARAGE BUILDINGS. SEE SHEET SP 12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. TYP BETWEEN GARAGE BUILDINGS. SEE SHEET SP 12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. SEE SHEET SP 12 HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS UPUP 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 Detention LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BL O C K 2 7 BL O C K 2 8 BLDG A7 ESMT EXCLUSION EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 26 ZI E G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E ZI E G L E R R O A D (R O W V A R I E S ) IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE TRACT I TRACT J TRACT HD.E. VARIES Live / Work Buildings 6 Units Total Retail / Office/Mixed Use w/ 4 Units 2nd floor FRONT RANGE VILLAGE ZONED HC 5 6 9 6 5 14 5 4 11 7 6 5 8 267.63' 150.00' 26 EAE' 30.00 EAE 26.00' UE, EAE 26 EAE' 26.00' EAE 5 C C C C C C C C C C C C C C C C C C C C DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS Detention Day CareLOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMTEXCLUSION BLDG A8ESMT EXCLUSION BLDG A7 ESMTEXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMTEXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 ZIE G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZIE G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B TR A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E D.E. VARIESCommunity Center, Pool and Park 1.0 ac 32 Unit - Option A 32 Unit - Option B 49 Unit Option A Live / Work Buildings 6 Units Total Commercial Retail / Office/Mixed Use w/ 4 Units 2nd floor 3-Story Brownstones SFA 12 Buildings 57 Units 5,800 SF per Floor 2 Floors 11,600 SF Total 5,800 SF per Floor 2 Floors 11,600 SF Total 1 Floor 10,000 SF Total 4 unit - Option A FRONT RANGE VILLAGE ZONED HC FRONT RANGE VILLAGE ZONED HC OWNER: ENGLISH RANCH SOUTH HOA#20050066116 3 3 15 10 9 9 14 5 6 9 6 5 14 5 4 11 7 61479 6 6 6 5 11 10 5 8 7 14 14 10 6 13 5 11 9 8 10 4 9 11 4 5 11 5 8 10 11 7 11 7 8 10 5 11 12 3 68 15 6 unit - Option C 4 unit - Option A5 unit - Option C 3-Story Townhomes SFA 12 Buildings - 79 Units Plaza 2 Detention D.E. VARIES Area forPlayground Area forPlayground Detention D.E. VARIES 5 8855885584 Units - Option A Pocket Park A Pocket Park B Pocket Park C 6 7 Detention D.E. VARIES 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' UE, EAE 36.00' 36.00' 36.00' 26.00' UE, EAE 24.00' UE, EAE 30.00' 36.00' 267.63' 150.00' 26 UE, EAE' 26 UE, EAE' 26 EAE' 26.00' UE, EAE 30.00 EAE 26.00' UE, EAE 26.00' UE, EAE 26.00' EAE 30.00' UE, EAE 26.00' UE, EAE 26 EAE' 26 UE, EAE' 26 UE, EAE' 26.00' EAE 26.00' EAE 26.00' EAE 26 UE, EAE' 26 UE, EAE' 26.00' UE, EAE 26.00' UE, EAE 5 unit - Option B 4 unit - Option A 4 unit - Option A 5 unit - Option B5 unit - Option C 5 unit - Option C 8 unit - Option A2 6 unit - Option B 32 Unit - Option A 32 Unit - Option A 32 Unit - Option B 32 Unit - Option B 49 Unit Option A 49 Unit Option A 49 Unit Option B 49 Unit Option B 4 Units - Option B 4 Units - Option A 4 Units - Option B 4 Units - Option A 30.00' UE, EAE 30.00' UE, EAE 7 8 unit - Option A1 8 unit - Option A2 6 unit - Option B 6 unit - Option B 6 unit - Option C 6 unit - Option B 6 unit - Option B 5 unit - Option C 5 unit - Option C 5 unit - Option B Neighborhood Park D Area for Playground 9 unit - Option B 5 unit - Option B Neighborhood Park C Neighborhood Park B Neighborhood Park B 7 7 58 7 10 7 11 Union Park - Site Plan Site Plan SP 7 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 30'0 60'45'NORTH MATCH LINE SHEET SP4 MA T C H L I N E S H E E T S P 6 Key Map SP 2 SP 3 SP 4 SP 5 SP 6 SP 7 NORTH ALL GARAGE BUILDINGS (TYP). INCLUDES 2 BIKE RACKS IN EACH GARAGE 8 CAR GARAGE BUILDING WITH 4 RESIDENTIAL UNITS SECOND STORY 9.00' 8.17' PROPERTY LINE EX R.O.W. LINE 70.73' 169.38' 26.55' 22.37' 26.54'27.54' 17.00'9.00' 7.00' 5.00' NOTE - 1.ALL STREETS / DRIVES / ALLEYS ARE PRIVATE 2.ALL PARKING SPACES ARE 9' x 17' WITH 7' CLEARANCE BEHIND BACK EDGE OF WALK 3.TRASH COLLECTION FOR ALL BROWNSTONES / TOWNHOMES ARE INDIVIDUAL CONTAINERS STORED IN GARAGES DIAGONAL PARKING (TYP) PROVIDES STREET LIKE PRIVATE DRIVE DESIGNATION 9.00' 22.20' 60.0°' 7.00' 8.00' 10.00' 12.78' 5.00' 5.00'5.00' 9.33' 5.00' ENHANCED CROSSWALK. SEE DETAIL THIS SHEET 81.79' Legend 12.00'18.00' 2.00'2.00' (4) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 PRE-CAST SEAT WALL ON CONCRETE PAD TYP (10) EA BUILDING. SEE PRODUCT 11 SHEET SP 10 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. SEE SHEET SP 12 FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE. SEE SHEET SP 12 HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE ACCESS EASEMENT EMERGENCY ACCESS EASEMENT DRAINAGE EASEMENT AE EAE DE UTILITY EASEMENTUE TRANSFORMER BUILDING GAS METER LOCATIONGAS ELEC BUILDING ELEC METER LOCATION BIKE RACK (2 SPACES) LOCATION FOR TRASH / RECYCLE ENCLOSURES EVSE INSTALLED EVSE INSTALLED (APARTMENT GARAGE) EV READY EV CAPABLE EV READY - TOWNHOME GARAGE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINS TOWATERWAYS D N D YLOPLAST O NOT POLLUTE UCTILEIRON DRAINS TO WATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINS TOWATERWAYS UP DS DS DS DS UP DS DS DS DS DS DS DS TRACT M D N D YLOPLAST O NOT POLLUTE UCTILE IRON DRAINSTOWATERWAYS D N D YLOPLAST O NOT POLLUTE UCTILEIRON DRAINS TOWATERWAYS N D YLOPLAST O NOT POLLUTE EIRON DRAINS TO UP DS DS DS DS UP DS DS DS DS DS DS DS TRACT K D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILE IRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILE IRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE BLOCK 29 LOT R1 TRACT N D D UCTILE IRON RAINS TOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILE RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE LOT 8 LOT 6 Union Pocket Park 'A' - Site Plan Pocket Parks SP 8 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 20'0 40'30'NORTH Union Pocket Park 'B' - Site Plan 20'0 40'30'NORTH Union Neighborhood Park 'A' - Site Plan 20'0 40'30'NORTH Union Pocket Park 'C' - Site Plan 20'0 40'30'NORTH BBQ GRILL SEE PRODUCT 03 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 11 PET STATION SEE PRODUCT 04 SHEET SP 10 PARC VUE SWING W/ SHADE ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 TURF GRASS TURF GRASS TURF GRASS BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 PARK BENCH SEE PRODUCT 01 SHEET SP 10 BBQ GRILL SEE PRODUCT 03 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 Union Neighborhood Park 'B' - Site Plan 20'0 40'30'NORTH TURF GRASS TURF GRASS BBQ GRILL SEE PRODUCT 03 SHEET SP 10 PICNIC SHELTER WITH (2) PARK TABLES SEE PRODUCT 02 AND 09 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 PET STATION SEE PRODUCT 04 SHEET SP 10 BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 PICNIC SHELTER WITH (2) PARK TABLES SEE PRODUCT 02 AND 09 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 BBQ GRILL SEE PRODUCT 03 SHEET SP 10 BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 20 X 12 PERGOLA WITH (2) URBAN TABLES SEE PRODUCT 01 AND 05 SHEET SP 10 (3) LANDSCAPE BOULDERS SET IN CONCRETE SEE DETAIL 1 SHEET SP 10 BIKE RACKS-TYP ALL SYMBOLS SEE PRODUCT 07 SHEET SP 10 PARK BENCH SEE PRODUCT 01 SHEET SP 10 CONCRETE BLEACHER STEP CONCRETE STEPS 20 x 12 PERGOLA WITH (20 PICNIC TABLES SEE PRODUCT 02 AND 05 SHEET SP 10 20 x 12 PERGOLA WITH (2) PICNIC TABLE SEE PRODUCT 02 AND 05 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 20 X 12 PERGOLA WITH (2) URBAN TABLES SEE PRODUCT 01 AND 05 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (8) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 PET STATION SEE PRODUCT 04 SHEET SP 10 PARK BENCH SEE PRODUCT 01 SHEET SP 10 (9) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 (3) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 DS DS DS LOT C3 IN F A N T R Y T E R R A C E D R I V E D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILE IRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 BLOCK 7 BL U E C O A T D R I V E NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE LOT 1 LOT 2 LOT 3 BLOCK 18 BLOCK 19 T R A C T C Pocket Parks SP 9 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Union Neighborhood Park 'A' - Site Plan 20'0 40'30'NORTH Union Neighborhood Park 'B' - Site Plan 20'0 40'30'NORTH CLOCK TOWER SEE ARCH ELEVATIONS TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 CONCRETE SEAT WALL SEE DETAIL 3 SP 11 TURF GRASS (2) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 CLOCK TOWER SEE ARCH ELEVATIONS TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 (2) PARK BENCHES SEE PRODUCT 01 SHEET SP 10 (2) URBAN TABLE SEE PRODUCT 06 SHEET SP 10 Union Neighborhood Park 'C' - Site Plan 20'0 40'30'NORTH TURF GRASS Union Neighborhood Park 'D' - Site Plan 20'0 40'30'NORTH TURF GRASS TRASH RECEPTACLE. SEE PRODUCT 08 SHEET SP 10 (9) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 BIKE RACKS SEE PRODUCT 07 SHEET SP 10 CONCRETE RAMP W/ ENGINEERED WOOD FIBER SEE SEE DETAIL 1 SHEET SP 13 DASHED LINE - CONCRETE THICKENED EDGE W/ ENGINEERED WOOD FIBER SEE SEE DETAIL 2 SHEET SP 13 PLAYGROUND PRODUCT 02- 2-BAY-4 SWINGS w/ SWING MATS. SEE SHEET SP 13 BBQ GRILL SEE PRODUCT 03 SHEET SP 10 TRASH RECEPTACLE SEE PRODUCT 08 SHEET SP 10 ROSETTA FREE STANDING SEAT WALL SEE DETAIL 2 SHEET SP 10 10 X 10 PERGOLA WITH (1) URBAN TABLE SEE PRODUCT 01 AND 05 SHEET SP 10 PARC VUE BENCH SWING SEE PRODUCT 10 SHEET SP 10 PLAYGROUND PRODUCT 01 SRPFX-50503 CLOCK TOWER - SEE SHEET SP 13 BBQ GRILL SEE PRODUCT 03 SHEET SP 10 PICNIC SHELTER WITH (2) PARK TABLES SEE PRODUCT 02 AND 09 SHEET SP 10 MIN 16" DEPTH ENGINEERED WOOD FIBER (EWF) PER DETAILS SHEET SP 13 MIN 16" DEPTH ENGINEERED WOOD FIBER (EWF) PER DETAILS SHEET SP 13 PARC VUE BENCH SWING SEE PRODUCT 10 SHEET SP 10 (3)MADRAX BIKE LOCKER OUTDOOR STORAGE. SEE PRODUCT 02 SHEET 01 CONCRETE SEAT WALL SEE DETAIL 03 SHEET SP 11 (8) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 DASHED LINE - CONCRETE THICKENED EDGE W/ ENGINEERED WOOD FIBER SEE SEE DETAIL 2 SHEET SP 13 Note: Contractor to verify that equipment fall zones fit within field verified playground areas prior to ordering equipment. Re-verify these areas prior to installation. Contact owner's representative if equipment is non-compliant. FALL ZONES. SEE NOTE BELOW FALL ZONES. SEE NOTE BELOW (8) LANDSCAPE BOULDERS SEE DETAIL 1 SHEET SP 11 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SP 10 SITE DETAILS / AMENITIES PRODUCT 01 - 6' PARK BENCH PRODUCT 02 - ACCESSIBLE PICNIC TABLE PRODUCT 07 - BIKE RACK DETAIL PRODUCT 03 - PARK BBQ Total Quantity: 24 - Color: Black - Surface Mount Total Quantity: 4 - Color: Dark Blue Table w/Black Frame - Surface Mount Total Quantity: 5 - Color: Black - In Ground Mount PRODUCT 08 - TRASH RECEPTACLE W/ LINER Total Quantity: 167 - Color: Black - Surface Mount Total Quantity: 20 - Color: Black - In Ground Mount Manufacturer: Belson Outdoors Model: PBARK-490 - QTY 10 Color: Green - Mount Type: In Ground Mount PRODUCT 04 - PET STATION PRODUCT 05 - 10 X 10 and 10 x 20 CEDAR SHADE PERGOLA by Backyard Discovery Total Quantity: Per Plan - Color: Natural Cedar Wood - Pre-Engineered per manufacturer NOTE: IMAGERY IS CONCEPTUAL AND REPRESENTS DESIGN INTENT. ACTUAL PRODUCTS AND DESIGN SIMILAR TO THIS STYLE PER INDICATED DIMENSIONS TO BE SUBMITTED AT BUILDING PERMIT MANUFACTURED BY: BACKYARD DISCOVERY 3305 AIRPORT DRIVE, PITTSBURG, KS 66762 1-800-856-444 PRODUCT 09 - 12 X 20 (POST TO POST) CLERESTORY PICNIC SHELTER Total Quantity: 3 - Color: Black Posts w/ White Metal Roof - Pre-Engineered per manufacturer submitted at building permit NOTES: 1.WOODEN STRUCTURE TO ROUGH CUT AND BE DESIGN / BUILT BY CONTRACTOR. 2.CONTRACTOR TO OBTAIN ALL INSTALLATION AND STRUCTURAL INFORMATION OR DRAWINGS FROM MANUFACTURER PRIOR TO INSTALLATION. 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT ALL NECESSARY PERMIT DOCUMENTS AS REQUIRED BY THE LOCAL JURISDICTIONS FOR THEIR DESIGN OR PRODUCTS. 4.CONTRACTOR TO SUBMIT PRODUCT AND ASSOCIATED INSTALLATION INFORMATION / DETAILS FOR OWNER'S REVIEW AND APPROVAL PRIOR TO ORDERING. 5.COORDINATE FINAL LOCATION OF ALL POSTS WITH OWNER PRIOR TO FINAL INSTALLATION. 7.NO TOP SHADE PLANKS. BEAM AND RAFTERS ONLY 8.SUBSTITUTIONS ARE ALLOWED, FOR SPECIFIED PRODUCTS THAT ARE NO LONGER AVAILABLE, OR IF A SUBSTANTIAL COST SAVINGS CAN BE REALIZED FOR THE OWNER BY USE OF AN ALTERNATE AND EQUAL PRODUCT. IF SUCH SUBSTITUTION OCCURS IT MUST BE SUBMITTED IN WRITING AND APPROVED BY THE OWNER OR ANY GOVERNING AGENCIES. 9.ALL WOOD MATERIAL SHALL BE TREATED WITH A MINIMUM OF 2 COATS OPAQUE STAIN OR AS REQUIRED TO ACHIEVE COVERAGE. STAIN COLOR TO BE KWAL TRADITIONAL RUSSET #9503 (WATER BASED STAIN) 10.ALL MATERIALS SHALL BE CEDAR LUMBER #1 GRADE 11.DIMENSIONS ARE APPROXIMATE. ADJUST SPACING AS NEEDED TO ALLOW FOR A STANDARD SYMMETRICAL AND RADIAL LAYOUT. PRODUCT 06 - URBAN PICNIC / PLAZA TABLE AND CHAIRS Total Quantity: 10 SETS - Color: ULTRA SILVER - Surface Mount PRODUCT 10 - PARC VUE SWING Total Quantity: 3 - Color: Black - Pre-Engineered per manufacturer submitted at building permit MANUFACTURED BY: SMITH STEELWORKS AT SMITH STEELWORKS, WE OFFER ALL STEEL PAVILIONS WITH FULLY CUSTOMIZABLE OPTIONS, INCLUDING A CHOICE OF POWDER COATING COLORS, ROOF STYLES, BLUEPRINTS, AND MORE. EXPLORE OUR OTHER SITE FURNITURE OPTIONS FOR A COMPREHENSIVE PARK BUILDOUT. TO INITIATE YOUR ORDER, CALL US AT (801) 414-1724. NOTE: + WE ARE A PAVILION MANUFACTURERS, NOT A THIRD-PARTY REPRESENTATIVES. + SERVICE ALL OF THE U.S.A AND PARTS OF CANADA. + TO ORDER YOUR PAVILION OR FOR QUESTIONS, CONTACT RUSSEL SMITH AT (801) 414-1724 OR RUSSELHSMITH@GMAIL.COM. PRODUCT 11 - PRE-CAST CONCRETE SEATWALL Total Quantity: per Plan - Color: Dove Gray - Pre-Engineered per manufacturer submitted at building permit 4" MI N . COMPACTED SUBGRADE SECTION MIN 5" 1' - 4 " - 1 ' - 6 " COMPACTED SUBGRADE PER SOILS REPORT SANDSTONE BOULDER PER SPEC, TYPICAL SECTION SECTION 3'-4' MIN. LENGTH BOULDER TO BE SET IN GRADE AND LEVELED AND APPROVED BY LANDSCAPE ARCHITECT SIDEWALK EXPANSION JOINT AND JOINT SEALER CAULK, TYPICAL FOR ALONG ALL CONCRETE EXPANSION JOINT NOTES: 1.STONES SHALL BE PLACED AND BACKFILLED SO THERE IS NO TIPPING / SHIFTING, TYPICAL 2.STONES TO BE PLACED SO THAT THEY ARE EITHER LESS THAN 4" APART FROM FROM EACH OTHER OR GREATER THAN 12" APART. 3.STONES TO BE ANGULAR, BUFF COLORED, MASONVILLE SANDSTONE FROM LOCAL QUARRY, SIZE AND LOCATION PER PLAN AND DETAILS 1' - 6 " - 1 ' - 8 " 4" M I N 18" MIN. WDITH FINISHED GRADE MIN 5" SIDEWALK EXPANSION JOINT AND JOINT SEALER CAULK, TYPICAL FOR ALONG ALL CONCRETE 6" CONCRETE MOW STRIP ALL SIDES ADJACENT TO TURF (NO CONCRETE ADJACENT TO SHRUB BEDS / CRUSHER FINES) 6" CONCRETE MOW STRIP ALL SIDES ADJACENT TO TURF (NO CONCRETE ADJACENT TO SHRUB BEDS) SECTION 2' - 6 " 4 - #4 TOP 6 - #4 MIDDLE & BOTTOM AND #4 STIRRUPS @ 18" HOOK REINFORCE @ WALL ENDS 3/4", 45 DEG. CHAMFER, ALL TOP EDGES 3/4" X 3/4" REVEAL, TYP. ENSURE ADEQUATE REINF. COVERAGE 2' JOINT SEALER CAULK, TYP. FOR EXPANSION JOINTS EXPANSION JOINT, TYPICAL 2" CLR 1' - 6 " 8" 1 2" TOOLED SCORE JOINTS TO A DEPTH OF 1", PROVIDE AT 18" SPACING ALONG TOP OF WALL 3/4" REVEAL, END 8" FROM ENDS OF WALL, AS SHOWN 3/4" X 45 DEG. CHAMFER AT TOP CORNERS CAST IN PLACE CONCRETE WALL, FILL EXPOSED FORM TIE HOLES PROVIDE STAMPED SMOOTH BOARD WOOD FINISH ALL SIDES. SEE IMAGE BELOW FINISH GRADE OF PAVEMENT ELEVATION COMPACTED SUBGRADE PER SOILS REPORT 20 " GROUND COVER PER LANDSCAPE PLAN 3/4" PVC WEEP HOLE AT LOW POINT AND 5' OC FROM THERE BOTH DIRECTION CAST IN PLACE CONCRETE WALL, FILL EXPOSED FORM TIE HOLES PROVIDE STAMPED SMOOTH BOARD WOOD FINISH ALL SIDES. SEE IMAGE BELOW DRAINAGE AGGREGATE REINFORCED BACKFILL COMPACTED TO 95% MAXIMUM STD PROCTOR DENSITY (PLASTICITY INDEX PER GEOTECH ENGINEER, BUT NOT EXCEED 25) 2" OPEN JOINT 2" AT 20 FT. CENTERS DRAIN DETAIL PINHOLE 3 4" SETBACK VERSA-TUFF PIN 2 PER UNIT RECEIVING SLOT PINNING DETAIL GRANULAR FREE DRAINING FILL 6" 1 1 GEOSYNTHETIC REINFORCEMENT PER MANUFACTURES SPECS 36" MAX MATCHING CAP UNIT ADHERE TO TOP UNIT W/ CONCRETE ADHESIVE MODULAR CONCRETE UNITS DRAIN IMPERVIOUS COMPACTED FILL SECTION VIEW 4" DRAIN PIPE OUTLET @ END OF WALL OR @ 40' CENTER MAX GRAVEL BURY DEPTH IS 1" FOR EACH 8' COURSE OF BLOCKS LAID ABOVE FINISHED GRADE NOTES: 1.THE ABOVE DETAILS ARE GENERAL WALL LAYOUT & QUALITY INFORMATION. CONTRACTOR TO REVIEW AND FOLLOW ALL OF BLOCK MANUFACTURER'S DESIGN, SUBMITTAL AND INSTALLATION REQUIREMENTS. 2.BLOCKS TO BE VERSA-LOK COBBLE WEATHERED SRW "STANDARD" SPLIT FACE OR ACCEPTED. BLOCK COLORS TO BE SUBMITTED FOR APPROVAL. 3.SUBMIT FINAL BLOCK COLOR AND TEXTURE SAMPLE TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION 4.BACKFILL TO HAVE MAX PLASTICITY INDEX OF 5. 5.ALL RETAINING WALLS (OR ADDITION OF MULTIPLE TIERED WALLS) THAT EXCEED A FOUR FOOT HEIGHT OR INCLUDE A SURCHARGE LOAD WILL REQUIRE A BUILDING PERMIT. SEGMENTAL RETAINING WALL DETAIL 3" 21 " COMPACTED SUBGRADE PER SOILS REPORT MANUFACTURED STONE PER SPEC, TYPICAL. 48" LENGTH SYNTHETIC STONE MANUFACTURED STONES SHALL BE PLACED LEVEL AND BACKFILLED SO THERE IS NO TIPPING / SHIFTING, TYPICAL. NOTE: MANUFACTURED STONES TO BE WHITE / GRAY PER SPECIFICATIONS AND APPROVED BY OWNER'S REP PRIOR TO ORDER. FINISHED GRADE SIDEWALK EXPANSION JOINT AND JOINT SEALER CAULK, TYPICAL FOR ALONG ALL CONCRETE 6" CONCRETE MOW STRIP ALL SIDES ADJACENT TO TURF (NO CONCRETE BAND NEEDED ADJACENT TO SHRUB BEDS / CRUSHER FINES) STONE ADHESIVE BETWEEN ALL STONES PER MANUFACTURE. WIPE ALL EXCESS CLEAN STACK STONES IN RUNNING BOND PATTERN. BREAK STONES IN 1 3 AND 2 3 IF NECESSARY TO CREATE THE BOND PATTERN 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SANDSTONE BOULDER INSTALL DETAIL1 SP 11 SITE DETAILS / AMENITIES ROSETTA STONE PRODUCT - FREE STANDING SEAT WALL - 18"- 24"HEIGHT2 CONCRETE SEAT WALL w/ SMOOTH BOARD FINISH Total Quantity: Per Plan - Color: Natural Gray - Pre-Engineered per manufacturer 3 LANDSCAPE WALL DETAILS- BASALITE - ALLANS OR KODAH BLOCK - COLOR GRAY4 MANUFACTURED BY: BASALITE CONCRETE PRODUCTS, LLC FOR DETAIL AND INSTALLATION INFORMATION CONTACT: ATTN: MATT.GOODER EMAIL: MATT.GOODERUM@BASALITE.COM MAIN NUMBER: 303-292-2345 WEB: WWW.BASALITE.COM EQ RI S E R S 8" BROOM FINISH ALL STEPS PARALLEL SLOPE 1/4" PER 1' 1" NO. 3 REBAR IN EA. FOOTER BOTH WAYS 3" SAND COMPACTED 2' - 0 " 1" 1 2" ROUNDED CORNER EXPANSION MATERIAL W/ CAULKING EXPANSION MATERIAL W/ CAULKING 1 2 " ALL SUBGRADE COMPACTED MIN. 95% ALL SUBGRADE COMPACTED MIN. 95% SMOOTH DOWEL #4 REBAR 18" O.C. ALL CORNER REBAR TO BE MIN 1" FROM CONCRETE SURFACE STANDARD BLACK POWDER COAT TUBE HAND-RAILS, SEE DETAIL 3 THIS SHEET TYPICAL.36 " 2' - 6 " SMOOTH DOWEL #4 REBAR 18" O.C. TOP RAIL TO HAVE ANTI-SKATE BLOCKS 12" OC - COLOR TO MATCH CONCRETE STEP WITH HAND RAIL OPTION5 MANUFACTURED BY: BASALITE CONCRETE PRODUCTS, LLC FOR DETAIL AND INSTALLATION INFORMATION CONTACT: ATTN: MATT.GOODER EMAIL: MATT.GOODERUM@BASALITE.COM MAIN NUMBER: 303-292-2345 WEB: WWW.BASALITE.COM 8' O.C. Nom. 33 4" TYPICAL Varies with Height Standard Height 5' 36" Min. Footing depth 2" Nom. 75 16" Bracket Options 13 4" Rail 1" x 14ga. Picket 1 2 Post size varies with Height (See Manuf. Post-Sizing chart) NOTES: 1.POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE MANUF. POST SIZING CHART. 2.PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING 3.ADDITIONAL HEIGHTS AVAILABLE ON REQUEST. POST HEIGHT WILL CHANGE WITH ADORNMENT INSTALLATION. 4.VALUES SHOWN ARE NOMINAL AND ARE NOT TO BE USED FOR INSTALLATION PURPOSES. USE MANUFACTURER'S PRODUCT SPECIFICATION AND DETAILS FOR INSTALLATION REQUIREMENTS. 5.ALL FENCE MATERIALS TO BE BLACK POWDER COAT. 315 16" TYP. 1 Gate Upright 13 4" x 14 ga. Weld on Box Hinge 75 16" Varies with Height Standard Height 5' 36" Min. Footing depth NOTES: 1.POST SIZE DEPENDS ON FENCE / GATE HEIGHT, WEIGHT AND WIND LOADS. SEE MANUF. POST SIZING CHART. 2.SEE MANUF. GATE TABLE FOR STANDARD OUT TO OUTS. CUSTOM GATE OPENINGS MAY BE AVAILABLE FOR SPECIAL OUT TO OUT/LEAF WIDTHS. 3.ADDITIONAL STYLES OF GATE HARDWARE MAY BE AVAILABLE ON REQUEST. THIS COULD CHANGE THE LATCH & HINGE CLEARANCE. 4.ALL GATE MATERIALS AND HARDWARE TO BE BLACK POWDER COAT. 5.ALL POOL GATES SHALL BE EQUIPPED WITH KEYPAD ENTRY LOCK OR APPROVED EQUAL. ENTRY SYSTEM SHALL BE COORDINATED WITH ARCHITECT AND OWNER'S REP, TYP. 2 3 3" (Latch Clearance)Manuf.Standard 4' Leaf Widths 2" (Hinge Clearance) Post size varies with Height 2" Nom. Security Lock with Key Gates shall be equipped with self-closing hinges as required by code, typical Latches on gates shall be 54" min. in height, and shall be self-latching as required by code, typical All gates shall be equipped with panic hardware as required by code, typical Black expanded wire mesh to be tack welded behind panic hardware and to extend as required to eliminate "reach around' access to panic hardware from outside of pool fence, Typ. POOL SIDE POOL SIDE 1" x 14ga. Picket 13 4" Rail 2' - 6 " M I N . 1 X 6 CEDAR TOP AND BOTTOM TRIM TYP. 1 X 6 CEDAR PICKETS W/1/8" GAP BETWEEN BOARD, TYPICAL 7'-6" MAX. 6 X 6 CEDAR POST, TYP. 4" DEPTH SAND 6' 3" 6" SECTION 2 X 6 PRESSURE TREATED TOP AND BOTTOM SUPPORT TYP. SCREWED INTO CEDAR POST, TYP. 2 X 4 PRESSURE TREATED CENTER SUPPORT 1 X 6 CEDAR PICKETS W/1/8" GAP BETWEEN BOARD, TYPICAL 4 X 6 CEDAR POST, TYP. 1 X 6 CEDAR PICKETS W/1/8" GAP BETWEEN BOARD, TYPICAL 1 X 6 CEDAR TOP AND BOTTOM TRIM TYP. 12" DIAMETER CONCRETE UNDISTURBED SUBGRADE FINISH GRADE, TYP. SLOPE CONCRETE AWAY FROM POST, TYP. EQ U A L EQ U A L 6 X 6 CEDAR POST, TYP. 2 X 4 CENTER SUPPORT PRESSURE TREATED 2 X 6 PRESSURE TREATED TOP AND BOTTOM SUPPORT TYP. OUTSIDE ELEVATIONINSIDE ELEVATION INSIDE OF LOT LINE OUTSIDE OF LOT LINE LOT LINE 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SP 12 FENCE DETAILS FENCE TYPE 01 - RESIDENTIAL 3.5' BLACK ORNAMENTAL IRON FENCE AND GATE FENCE TYPE 02 - POOL AREA 5' BLACK ORNAMENTAL IRON FENCE AND GATE FENCE TYPE 03 - 6' CEDAR PRIVACY FENCE FIBAR WOOD FIBAR BY PLAYGROUND REP 6"8" 2" 16 " #4 REBAR CONT. 5" DEPTH CONCRETE WALK AND THICKENED EDGE FIBARFELT / FILTER FABRIC BY PLAYGROUND REP (TOP AND BOTTOM OF GRAVEL BASE) COMPACTED SUBGRADE PER SOILS REPORT 18 " NOTES: 1. FIBAR WOOD TO BE INSTALLED AT A MINIMUM OF 15" DEEP (12" AFTER COMPACTION) INSTALLED BY PLAYGROUND REP TOP OF SUBGRADE CONTRACTOR TO PREPARE AND COMPACT SUBGRADE 18" BELOW TOP OF HEADER. 3" OF 3/4" GRAVEL BY PLAYGROUND REP - DRAIN TO STORM OUTLET 6" COMPACTED SUBGRADE THICKENED CONCRETE EDGE BEYOND FIBAR WOOD FIBRE SEE DETAIL THIS PAGE 1/2" RADIUS TOP OF FIBAR CONCRETE PAVING # 4 SMOOTH REBAR AT 18" OC. TYPICAL 5" MIN. PER SOILS REPORT, TYP. # 4 BARS CONTINUOUS, BOTH DIRECTIONS, TYPICAL 1:12 SLOPE ON RAMP 2" 4" 6" FIBARFELT / FILTER FABRIC BY PLAYGROUND REP (TOP AND BOTTOM OF GRAVEL BASE) 3" OF 3/4" GRAVEL BY PLAYGROUND REP - DRAIN TO STORM OUTLET DRAIN TO STORM OUTLET, SEE CIVIL PLANS, TYPICAL 5'-111 2" JOINT SEALER CAULK, TYPICAL FOR EXPANSION JOINT EXPANSION JOINT 16 " SECTION 8" NOTES: FIBAR WOOD FIBREBY PLAYGROUND REP CONCRETE HEADER, SEE SITE PLAN. PROVIDE 1/2" RADIUS AT TOP EDGES, LIGHT BROOM FINISH ON EXPOSED SURFACES, TYPICAL # 4 REBAR, CONTINUOUS PROVIDE 2" MIN. CLEAR CONCRETE ALL SIDES, TYPICAL COMPACTED SUBGRADE PER SOILS REPORT SECTION 2" 16 " M I N . 3" OF 3/4" GRAVEL BY PLAYGROUND REP DRAIN TO STORM OUTLET 1/2" RADIUS 18 " STABILIZED TAN CRUSHER FINES COMPACTED TO 4" DEPTH TOP OF SUBGRADE CONTRACTOR TO PREPARE AND COMPACT SUBGRADE 18" BELOW TOP OF HEADER. FIBARFELT / FILTER FABRIC BY PLAYGROUND REP (TOP AND BOTTOM OF GRAVEL BASE) 1. FIBAR WOOD TO BE INSTALLED AT A MINIMUM OF 15" DEEP (12" AFTER COMPACTION) INSTALLED BY PLAYGROUND REP TYPICAL CONCRETE PLAYGROUND THICKENED EDGE2 GENERAL CONCRETE NOTES: 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 TYPICAL CONCRETE RAMP ALONG PLAYGROUND CURB1 TYPICAL CONCRETE PLAYGROUND HEADER3 1.ALL CONCRETE TO BE FORMED-IN-PLACE TO CREATE CONSISTENT SLOPE TOWARDS GENERAL DIRECTION OF EXISTING GRADES, SLOPES AND DRAINAGE PATTERNS / SYSTEMS. 2.CONCRETE TO BE AT A MINIMUM 4500 PSI AT 28 DAYS WITH AIR ENTRAINMENT AT 5% TO 7% (ABSOLUTE 8% MAX) FOR MINIMUM ¾” AGGREGATE WITH FIBER REINFORCEMENT OF100 PERCENT VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS, CONTAINING NO REPROCESSED OLEFIN MATERIALS, COMPLYING WITH ASTM C 1116 - TYPE III AT 1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF CONCRETE. 3.ALL NEW CONCRETE POURS ADJACENT TO EXISTING CONCRETE SHALL BE DOWELED, HAVE EXPANSION MATERIAL AND CAULKED ALONG THESE TRANSITIONS. 4.EXPANSION JOINTS SHALL BE CAULKED AND LOCATED AT ALL NEW POURS OR EVERY 100'. 5.ALL CONCRETE EDGES TO BE TOOLED ROUND UNLESS OTHERWISE NOTED DIFFERENTLY. 6.ALL CONCRETE SUB-GRADES ARE TO BE PROPERLY BACKFILLED AND COMPACTED. EXPOSED SOILS TO BE SCARIFIED TO A MINIMUM DEPTH OF 9 INCHES, ADJUSTED IN MOISTURE CONTENT TO WITHIN -1 TO +3% OF STANDARD PROCTOR OPTIMUM MOISTURE CONTENT AND COMPACTED TO BETWEEN 94 TO 98% OF THE MATERIAL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM SPECIFICATION D698 7.CONTRACTOR TO SURVEY OR VERIFY POSITIVE DRAINAGE OF ALL FORMED IN PLACE CONCRETE PER NOTE 1 ABOVE PRIOR TO POURING OR BACKFILLING. 8.CONTRACTOR TO PROPERLY DISPOSE OF ALL EXCAVATED AND WASTE MATERIALS OFF-SITE PER LOCAL REGULATIONS AND CODES. 9.ALL CONCRETE FLATWORK TO BE MINIMUM 6" THICK W/ MEDIUM BROOM PERPENDICULAR TO GENERAL PEDESTRIAN MOVEMENT. 10.IF NOT SHOWN PROVIDE CONTROL JOINTS IN A GENERAL SQUARE AND EQUAL (MAX. 8' x 8') PATTERN STARTING AT POINTS OF GREATEST PROBABILITY OF CRACKING. 11.CONCRETE TO BE UNDER FULL WARRANTY FOR 2 YEARS. Color- Earth Tone Color Palette Note: Contractor to verify that equipment fall zones fit within field verified playground areas prior to ordering equipment. Re-verify these areas prior to installation. If fall zones do not fit within the playground surface area(s) do not install and contact owners rep. Playground Product 01 - SRPFX-50503 Clock Tower 1.CONTRACTOR TO OBTAIN ALL INSTALLATION AND STRUCTURAL INFORMATION OR DRAWINGS FROM MANUFACTURER PRIOR TO INSTALLATION. 2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT ALL NECESSARY PERMIT DOCUMENTS AS REQUIRED BY THE LOCAL JURISDICTIONS FOR THESE PRODUCTS. 3.CONTRACTOR TO SUBMIT PRODUCT AND ASSOCIATED INSTALLATION INFORMATION / DETAILS FOR OWNER'S REVIEW AND APPROVAL PRIOR TO ORDERING. 4.COORDINATE FINAL LOCATION OF ALL PLAYGROUND EQUIPMENT WITH OWNER PRIOR TO FINAL INSTALLATION / MOUNTING. 5.SUBSTITUTIONS ARE ALLOWED, FOR SPECIFIED PRODUCTS THAT ARE NO LONGER AVAILABLE, OR IF A SUBSTANTIAL COST SAVINGS CAN BE REALIZED FOR THE OWNER BY USE OF AN ALTERNATE AND EQUAL PRODUCT. IF SUCH SUBSTITUTION OCCURS IT MUST BE SUBMITTED IN WRITING AND APPROVED BY THE OWNER OR ANY GOVERNING AGENCIES. GENERAL EQUIPMENT NOTES: Playground Details Playground Product 02 - 2-BAY-4 SWINGS Color- Blue Note: Contractor to verify that equipment fall zones fit within field verified playground areas prior to ordering equipment. Re-verify these areas prior to installation. If fall zones do not fit within the playground surface area(s) do not install and contact owners rep. SP 13 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 TEL WEB 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 NORTH OVERALL NEIGHBORHOOD CONTEXT PLAN - UNION PARK DEVELOPMENT Overall Neighborhood Context Plan SP 14 FRONT RANGE VILLAGE ZONED: HC NOT TO SCALE ZI E G L E R R O A D PROPOSED SITE WOODLAND PARK ZONED: RL ENGLISH RANCH ZONED: LMN CO R B E T T D R I V E PRESTON-KELLEY SUBDIVISION 2ND ZONED: HC AFFINITY ZONED: HC FRONT RANGE VILLAGE ZONED: HC 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Cover Sheet LS00 Sheet Index Union Park Fort Collins, Colorado LS 00 LANDSCAPE COVER SHEET LS 1 OVERALL LANDSCAPE PLAN LS 2 LANDSCAPE PLAN LS 3 LANDSCAPE PLAN LS 4 LANDSCAPE PLAN LS 5 LANDSCAPE PLAN LS 6 LANDSCAPE PLAN LS 7 LANDSCAPE PLAN LS 8 EXISTING TREE INVENTORY LS 9 PLANT SCHEDULE LS10 LANDSCAPE DETAILS Landscape Plans 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: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. 5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. 6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. 6.1.PUBLIC RIGHT-OF-WAY LANDSCAPING MAINTENANCE AND WATERING ALONG ZIEGLER ROAD WILL BE THE RESPONSIBILITY OF THE HOA AND/OR ADJACENT PROPERTY OWNER. 7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. 8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES: 40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS 15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS 10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES 6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES. 4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES 4 FEET BETWEEN TREES AND GAS LINES 9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a). 10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN. 11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN. 12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION. 13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. 14.THE DEVELOPER, OR ITS SUCCESSOR(S) IN INTEREST, SHALL BE RESPONSIBLE FOR THE ONGOING IRRIGATION AND MAINTENANCE OF THE LANDSCAPING LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY ALONG THE PORTION OF ZIEGLER ROAD THAT ABUTS THE PROPERTY AS SHOWN ON THE FINAL DEVELOPMENT PLAN DOCUMENTS. THIS OBLIGATION MAY BE ASSIGNED TO A HOMEOWNER'S ASSOCIATION DULY CONSTITUTED PURSUANT TO COLORADO STATE LAW. HOWEVER, SHOULD SUCH HOMEOWNER'S ASSOCIATION BE DISSOLVED, THE OBLIGATION SHALL BECOME THAT OF THE DEVELOPER OR ITS SUCCESSOR(S) IN INTEREST. City of Fort Collins General Landscape 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 STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS. City of Fort Collins Street Tree Notes 1.ALL SIGNS SHALL BE REQUIRED TO APPLY FOR SIGN PERMIT. 2.PROPOSED GRADES SHALL MATCH OR IMPROVE EXISTING GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING WHILE PROVIDING A SMOOTH TRANSITION BETWEEN ALL ADJACENT UNDISTURBED GRADES AND PROPOSED GRADES. 3.JOB SITE TO BE KEPT CLEAN AT ALL TIMES AND CONSTRUCTION AREAS ARE TO BE MAINTAINED FOR SAFETY. 4.SOILS DISTURBED ADJACENT TO WORK AREA, INCLUDING AREAS OUTSIDE OF CONSTRUCTION LIMITS, DUE TO NEW CONSTRUCTION ARE TO BE REGRADED AND SURFACE CONDITIONS REPAIRED AND SEEDED EQUIVALENT TO THAT CONDITION PRIOR TO START OF WORK. 5.PROTECT EXISTING SURFACES BOTH INSIDE AND OUTSIDE OF CONSTRUCTION LIMITS, DURING CONSTRUCTION. IF GRADES, CONCRETE OR ASPHALT ARE DAMAGED DUE TO CONSTRUCTION OPERATIONS OR WEATHER THE CONTRACTOR IS RESPONSIBLE FOR REPAIR TO THAT EQUIVALENT TO EXISTING CONDITIONS AT NO EXPENSE TO THE OWNER / CITY. 6.CONTRACTOR IS RESPONSIBLE FOR SETUP OF BARRICADES, WARNING SIGNAGE, OR OTHER PROTECTIVE DEVICES IF ANY EXCAVATIONS ARE LEFT EXPOSED AFTER ON-SITE WORK HOURS. 7.THE CONTRACTOR SHALL NOT PURPOSEFULLY PROCEED WITH ANY CONSTRUCTION PER PLANS PROVIDED WHEN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT WERE NOT CONSIDERED OR CHANGED AFTER PLANS WERE SUBMITTED. CONTRACTOR SHALL NOTIFY OWNER OR OWNER'S REPRESENTATIVE AND THE CITY OF LOVELAND IF SITUATION ARISES AND REVISIONS ARE NECESSARY. 8.THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND OTHER POLLUTANTS FROM ENTERING ANY STORM WATER SEWER SYSTEM OR, ADJACENT WATER WAYS, ETC., DURING THE DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE AND EXPENSE FOR THE CORRECTION OF ANY ADVERSE IMPACTS TO THE STORM WATER SEWER SYSTEM OR, ADJACENT WATER WAYS, WETLANDS ETC., RESULTING FROM THE WORK DONE AS PART OF THIS PROJECT/CONTRACT. 9.THE CONTRACTOR SHALL BE RESPONSIBLE PRIOR TO BIDDING AND CONSTRUCTION, OF BECOMING AWARE OF ALL EXISTING AND PROPOSED UTILITIES, PIPES, STRUCTURES, ETC. CALL UNCC THREE DAYS BEFORE SCHEDULED WORK AT 811 OR 1-800-922-1987. Site General Notes: 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.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. City of Fort Collins Tree Protection Notes 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 Native Grass Seed Mix SEED SHALL BE AS MANUFACTURED BY ARKANSAS VALLEY SEED SOLUTIONS, 4625 COLORADO BOULEVARD, DENVER, CO 80216, 303-320-7500. 1.SEED SHALL BE A MIXTURE THAT MATCHES THE FOLLOWING: NON-IRRIGATED UPLAND MIX SEEDING RATE COMMON NAME SCIENTIFIC NAME (PLS LBS/ACRE-DRILL RATE) PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 PURPLE PRAIRIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 ROCKY MOUNTAIN PENSTEMON PENSTEMON STRICTUS 0.35 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 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 LBS/PLS/ACRE : 13.58 Native Seed Mix Notes 1.NATIVE SEED AREAS: ADEQUATE TEMPORARY IRRIGATION WILL BE PROVIDED FOR THE ESTABLISHMENT AND MAINTENANCE FOR THESE SEEDED AREAS, AND THAT NATIVE GRASSES SHALL BE MAINTAINED IN A CONDITION OF ACCEPTABLE HEIGHT, FREE OF WEEDS, TRASH AND DEBRIS, AND SHALL NOT REPRESENT A FIRE HAZARD NOR BECOME A NUISANCE SITE FOR WATER OR WIND EROSION. 2.THE TIME OF YEAR SEEDING TO OCCUR SHOULD BE OCTOBER THROUGH EARLY MAY. 3.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. 4.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY ENVIRONMENTAL PLANNER. 5.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT SHALL NOT BE USED). 6.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. 7.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING ACTIVITIES. 8.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. 9.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. 10.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER. 11.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. 12.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. 13.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. 14.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PURCHASING ALL SPECIES LISTED IN SPECIFIED MIX. IF A SPECIES CAN’T 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. THIS MIX IS BASED ON 100 SEEDS/ SQUARE FOOT AND IS ONLY CALCULATED FOR ONE ACRE. THIS MIX IS BASED ON THE CONTRACTOR USING A BROADCAST SEED APPLICATION. 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. 1.BI-WEEKLY HAND WEEDING IS RECOMMENDED DURING THE GROWING SEASON (MAY-NOVEMBER). 2.MULCH IN POLLINATOR AREAS SHOULD BE SHALLOWER THAN STANDARD PLANTING BEDS AND MAY NEED MORE FREQUENT REPLACEMENT. 3.DO NOT USE CHEMICAL HERBICIDES OR PESTICIDES IN DESIGNATED POLLINATOR RESOURCE AREAS. 4.DO NOT USE WEED BARRIER FABRIC IN DESIGNATED POLLINATOR RESOURCE AREAS. 5.DO NOT TRIM PERENNIALS OR GRASSES EARLIER THAN MID-APRIL IN DESIGNATED POLLINATOR RESOURCE AREAS. 6.TRIM STEMS OF PERENNIALS TO A HEIGHT OF 6"-8" AND LEAVE IN PLACE UNTIL THE NEXT GROWING SEASON. 7.LEAVE SMALL BUNCHES OF CUT STEMS WITHIN POLLINATOR BEDS AFTER TRIMMING. STEMS TO BE PLACED IN THE BACK OF PLANTING BED OR DISPERSED IN BETWEEN PLANTINGS. 8.LEAVE ANY FALLEN LEAVES WITHIN POLLINATOR BEDS THROUGH THE NEXT GROWING SEASON. COLLECTED LEAVES CAN ALSO BE PLACED IN SMALL PILES IN DESIGNATED OPEN SPACE AND/OR AGRICULTURAL AREAS TO PROVIDE ADDITIONAL OVER-WINTERING HABITAT. Maintenance Notes for Pollinator Habitat Areas NON-IRRIGATED DETENTION BASIN MIX SEEDING RATE COMMON NAME SCIENTIFIC NAME (PLS LBS/ACRE-DRILL RATE) PLAINS COREOPSIS COREOPSIS TINCTORIA 0.17 WHITE PRAIRIE CLOVER DALEA CANDIDA 0.65 PURPLE PRARIE CLOVER DALEA PURPUREA 0.81 INDIAN BLANKETFLOWER GAILLARDIA ARISTATA 1.85 MEXICAN HAT RATIBIDA COLUMNIFERA 0.2 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13 SIDEOATS GRAMA BOUTELOUA CURTIPENDULA 1.15 BUFFALOGRASS BOUTELOUA DACTYLOIDES 3.27 BLUE GRAMA BOUTELOUA GRACILIS 0.25 INLAND SALTGRASS DISTICHLIS STRICTA 0.35 BOTTLEBRUSH SQUIRRELTAIL ELYMUS ELYMOIDES 0.95 STREAMBANK WHEATGRASS ELYMUS LANCEOLATUS ssp. LANCEOLATUS 1.36 PRAIRIE JUNEGRASS KOELERIA MACRANTHA 0.08 WESTERN WHEATGRASS PASCOPYRUM SMITHII 1.61 LITTLE BLUESTEM SCHIZACHRIUM SCOPARIUM 0.7 TOTAL LBS/PLS/ACRE : 14.54 Buffalo Grass Notes MULCH IN ALL NATIVE SEED AREAS: 1.IMMEDIATELY FOLLOWING THE RAKING OPERATION, ADD WEED FREE STRAW MULCH TO THE SEEDED AREAS. 2.APPLY STRAW MULCH AT A MINIMUM OF 1.5 TONS PER ACRE OF AIR DRY MATERIAL. SPREAD STRAW MULCH UNIFORMLY OVER THE AREA WITH MECHANICAL MULCH SPREADER / CRIMPER. DO NOT MULCH WHEN WIND VELOCITY EXCEEDS 10 MPH. 3.WHEREVER THE USE OF CRIMPING EQUIPMENT IS PRACTICAL, PLACE MULCH IN THE MANNER NOTED ABOVE AND ANCHOR IT INTO THE SOIL. USE A DISC SUCH AS A MULCH TILLER, WITH A FLAT SERRATED DISC AT LEAS ¼ INCH IN THICKNESS, HAVING DULL EDGES, AND SPACE NO MORE THAN 9 INCHES APART, WITH DISCS OF SUFFICIENT DIAMETER TO PREVENT THE FRAME OF THE EQUIPMENT FROM DRAGGING THE MULCH. ANCHOR MULCH A MINIMUM DEPTH OF 2 INCHES AND ACROSS THE SLOPE WHERE PRACTICAL WITH NO MORE THAN TWO PASSES OF THE ANCHORING EQUIPMENT. 4.IMMEDIATELY UPON COMPLETION OF THE MULCHING AND BINDING OPERATION, THE SEEDED AREAS SHALL BE IRRIGATED, KEEPING THE TOP 2 INCHES OF SOIL EVENLY MOIST UNTIL SEED HAS UNIFORMLY GERMINATED AND GROWN TO A HEIGHT OF 2-INCHES. 5.WATERING APPLICATION SHALL BE DONE IN A MANNER WHICH WILL PROVIDE UNIFORM COVERAGE BUT WHICH WILL NOT CAUSE EROSION, MOVEMENT, OR DAMAGE TO THE FINISHED SURFACE. BUFFALOGRASS SHALL BE SEEDED USING 'SUNDANCER' BUFFALOGRASS SEED. CONTACT PAWNEE BUTTES SEED COMPANY FOR AVAILABILITY. 605 25TH ST., GREELEY, COLORADO. (970) 356-7002 SEEDING RATE: 2-3 LBS PER 1,000 SQ.FT ESTABLISHMENT: ·SEEDING DATE: WHEN SUSTAINED SOIL TEMPERATURE REACHES AT LEAST 50 DEGREES F. ·SEEDING DEPTH: 0.25-0.50 IN. DEEP. ·KEEP SEED MOIST THROUGHOUT EMERGENCE. ·APPLY 0.75 N/1000 SQ. FT. WITH STARTER FERTILIZER. WATERING/FERTILIZING/MOWING: ·DURING ESTABLISHMENT PERIOD, WATER EVERY DAY THE 1ST WEEK, EVERY OTHER DAY THE 2ND WEEK, AND EVERY 3RD DAY THE 3RD WEEK AFTER SOIL TEMPERATURE REACHES APPROXIMATELY 50⁰ F. WATER TO WET THE TOP 0.5 INCHES AND DO NOT WATER TO THE POINT OF RUNOFF. ·WATER DEEPLY AND INFREQUENTLY IF NECESSARY. UNDER NORMAL CONDITIONS, AN INCH OF WATER PER MONTH WILL SUSTAIN BUFFALOGRASS WHETHER FROM RAINFALL OR IRRIGATION. ·APPLY 1-3 LBS OF ACTUAL N/1,000 SQ FT/YEAR TO ESTABLISHED BUFFALOGRASS IN SPLIT APPLICATIONS. 1ST APPLICATION 3 WEEKS AFTER GREEN-UP AND ANOTHER 8 WEEKS LATER. ·MOW OFTEN AT ESTABLISHMENT, AT A HEIGHT SET TO JUST REMOVE THE TIPS OF THE NEW BUFFALOGRASS LEAVES. THIS WILL ENCOURAGE LATERAL SPREAD(FIG.3) AND REDUCE WEED COMPETITION. ·OPTIMUM MOWING HEIGHT OF MATURE BUFFALOGRASS IS 3.5 TO 4.0 INCHES (FIG.4), BUT IT CAN ADAPT TO HEIGHTS FROM 1.5” TO UNMOWED DEPENDING ON DESIRED APPEARANCE.. ·LOWER MOWING HEIGHTS REQUIRE MORE FREQUENT MOWING AND INCREASES FERTILIZER AND WATER NEEDS. irr turf ZI E G L E R R O A D CO R B E T T D R I V E CO R B E T T D R I V E LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4LOT 5LOT 4LOT 3LOT 2LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4BLOCK 5BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 10BLOCK 11BLOCK 12 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 BL O C K 2 7 BL O C K 2 8 BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A9 ESMT EXCLUSION BLDG A8 ESMT EXCLUSION BLDG A7 ESMT EXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMT EXCLUSION LOT C3 LOT C1 LOT C2 EE G1 EE G2EE AG1 EE AG2 EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5 LOT MU1 LOT MU2 BLOCK 29 LOT R1 BLOCK 25 BLOCK 26 PAD D I N G T O N R O A D CA R R I C K R O A D KINGSLEY COURT NEWBURG COURT HARRINGTON COURT CO R B E T T D R I V E ZI E G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E FORT SUMTER WAY FORTITUDE LANE ZI E G L E R R O A D (R O W V A R I E S ) GOLDEN GROVE DRIVE UN I O N P A R K A V E N U E BL U E C O A T D R I V E LO C O M O T I V E D R I V E IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE JU N C T I O N D R I V E TRACT A TRACT B T R A C T C TRACT D TRACT E TRACT F TRACT I TRACT J TRACT H TRACT L TRACT K TRACT G TRACT N TRACT M TRACT O SE N T R Y L A N E PROPOSED STORMTECH LID CHAMBER IRM IRM IRM IRM IRM IRM IRM IRM C C C C C C C C C C C C C C C C C C C C CO R B E T T D R I V E PAD D I N G T O N R O A D CA R R I C K R O A D ZI E G L E R R O A D (R O W V A R I E S ) KINGSLEY COURT NEWBURY COURT HARRINGTON COURT DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 DS DS DS DS UPUP DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS POOL DETENTION AREA DETENTION AREA UNION PARK AVENUE UNION PARK AVENUE FORTITUDE LANE FORT SUMTER WAY GOLDEN GROVE DRIVE PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E MONUMENT SIGN WOOD MULCH IN SHRUB BED MONUMENT SIGN WOOD MULCH IN SHRUB BED ? ? ? ? ? ? ? 15' UE P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. E: 0.75-INCH, 12 GPM P.O.C. A: 1.5-INCH, 50 GPM SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SCALE 1" = 60'-0" 60'0 120'90'NORTH Overall Landscape Plan Overall Landscape Plan LS 1 EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT Landscape Legend SIGNAGE CO R B E T T D R I V E KINGSLEY COURT NEWBURG COURT HARRINGTON COURT FORTITUDE LANE GOLDEN GROVE DRIVE BL U E C O A T D R I V E TRACT A TRACT B T R A C T C TRACT G IRM D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS DETENTION AREA 5' UE & DE 3 - ASG 3 - PMPPO - 2 3 - TAG 3 - QMC PAC - 1 PIF - 1 3 - PPB 3 - PP 1 - QS 2 - QW 2 - PP QS - 1 1 - CS PIF - 1 1 - PIF QMC - 1 2 - PP 1 - QRF PAE - 2 PAC - 1 1 - PN PM - 3 2 - MRR UNION PARK AVENUE 4 - QMC 3 - UA 6 - GDE 2 - SPC SPC - 1 RCA - 1 PIF - 2 SR - 1 1 - MT 1 - MRR MRR - 1 2 - PLW 2 - PLW QB - 1 1 - QB PM - 5 5 - QW 3 - QW PN - 3 1 - LLC PN - 3LLC - 1 2 - LLC 1 - LLC PM - 5 AAB - 2 RCA - 1 4 - UA JW - 1 1 - JW 2 - PAC QMC - 4 2 - GDE 3 - PN 4 - JP 4 - UA 2 - ASG QMC - 2 PAE - 3 1 - GDE 2 - GDE 1 - CS P.O.C. OA1: P.O.C. C: 1.5-INCH, 50 GPM P.O.C. 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BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan Landscape Plan LS 2 Key Map LS 2 LS 3 BIKE RACK (3 SPACES) LS 4 LS 5 LS 6 Plant Code Legend MA T C H L I N E S H E E T L S 3 MATCH LINE SHEET LS5 MATCH LINE SHEET LS5 30'0 60'45'NORTH LS 7 NORTH EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT Landscape Legend SIGNAGE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16BLOCK 17BLOCK 18 BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22BLOCK 23BLOCK 24 IN F A N T R Y T E R R A C E D R I V E UNION PARK AVENUE LO C O M O T I V E D R I V E JU N C T I O N D R I V E T R A C T C TRACT D PROPOSED STORMTECH LID CHAMBER IRM IRM D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS 2 - QS3 - PAE 2 - PM 2 - QMC 3 - PP 2 - PPB PPB - 3 BTM - 1 2 - QW QW - 2 4 - ASG 3 - UA 4 - QB QS - 1 1 - QMC FORTITUDE LANE GOLDEN GROVE DRIVE QS - 3 TAG - 3 ASG - 42 - UA 4 - TAG MRR - 2 CCI - 1 1 - CCI JW - 2 SPC - 1 1 - MT 1 - MT1 - SPC AGF - 1 1 - AGF 1 - SR MRR - 1 UA - 1 QS - 2 1 - RCA MRR - 1 1 - SPC 2 - RCA PAC - 1 SPC - 1 1 - QS 1 - QS1 - PIF 2 - CS 3 - GDE MT - 2 1 - QB 2 - UA P.O.C. B: 1.5-INCH, 50 GPM P.O.C. 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES CODE BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan Landscape Plan LS 3 MA T C H L I N E S H E E T L S 2 MA T C H L I N E S H E E T L S 4 MATCH LINE SHEET LS6 30'0 60'45'NORTH Key Map LS 2 LS 4 LS 5 LS 6 LS 7 NORTH LS 3 Plant Code Legend Landscape Legend BIKE RACK (3 SPACES) EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT SIGNAGE irr turf ZI E G L E R R O A D LOT C3 LOT C1 LOT C2 IN F A N T R Y T E R R A C E D R I V E TRACT E TRACT F SE N T R Y L A N E IRM IRM IRM D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTO WATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS 24' EAE 24' EAE 3 - UA 2 - UA 2 - QS 2 - QMC 3 - AGF4 - PM 2 - CS QS - 1 4 - ASG CCI - 2CS - 2 UNION PARK AVENUE 2 - QMC RCA - 1 1 - PHL 1 - GDE SR - 1 1 - QS 5 - JSS 2 - QB MT - 2 JSS - 2 2 - QB 2 - QMC CS - 3 QS - 1 1 - QB 2 - QB QMC - 1 2 - MRR 4 - AGF 15' UE PN - 2 QMC - 2 1 - LLC 3 - QS 1 - ASG P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. 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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES CODE BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan Landscape Plan LS 4 PROPOSED DAYCARE CENTER MA T C H L I N E S H E E T L S 3 MATCH LINE SHEET LS7 Key Map LS 2 LS 3 LS 4 LS 5 LS 6 LS 7 NORTH Plant Code Legend LANDSCAPE WALL REFER TO SHEET SP11 FOR DETAILS Landscape Legend PROPOSED OFFICE BUILDING BIKE RACK (3 SPACES) EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT SIGNAGE PLAYGROUND AREA 30'0 60'45'NORTH CO R B E T T CO R B E T T D R I V E BLDG A2 ESMT EXCLUSION BLDG A11 ESMT EXCLUSION BLDG A10 ESMT EXCLUSION BLDG A1 ESMT EXCLUSION BLDG A3 ESMT EXCLUSION EE G1 EE G2EE AG1 EE AG2 BLOCK 29 LOT R1 FORT SUMTER WAY UN I O N P A R K A V E N U E TRACT G TRACT N TRACT M TRACT O IRM IRM C C C C C C C C C C C C C C C C CO R B E T T D R I V E PARCEL 1 1,194,857 sq. ft. 27.430 acres NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D N D YLOPLAST ONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE D D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTED D UCTILEIRON RAINSTOWATERWAYS NYLOPLAST DONOTPOLLUTE DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS UPUP 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS POOL 26' EAE 26' EAE 26' EAE 3 - PAC 2 - AGF JW - 4 1 - RCA MT - 2 3 - ASG PHL - 1 JW - 4 PAC - 1 PAC - 1 RCA - 1 2 - QS 2 - MT 1 - PAE 1 - GB GDE - 1 1 - QS 1 - QMC 1 - QS 2 - QB 3 - QW 1 - QRF QRF - 1 UA - 1 3 - UA 1 - QMC 1 - QS JW - 2 SPC - 2 2 - JW JW - 2 QS - 2 UNION PARK AVENUE PR I V A T E D R I V E PR I V A T E D R I V E 3 - GDE MRR - 2 QS - 1 UA - 1 3 - GDE GDE - 1 GDE - 1 QB - 1 2 - CS 1 - QRF 1 - PBB 1 - AGF RCA - 2 MONUMENT SIGN WOOD MULCH IN SHRUB BED MONUMENT SIGN WOOD MULCH IN SHRUB BED JSS - 1 2 - JSS JSS - 1 2 - GB 1 - QB 1 - PAC 2 - JWJW - 2 1 - QS QB - 2 1 - ASG RCA - 1 QB - 1 1 - QB 1 - SR GDE - 1 1 - QMC SPC - 1 UA - 1 QS - 1 1 - GB 1 - GDE 1 - PIF 2 - ASG 3 - PAE PAE - 3 P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM CO R B E T T D R I V E ZIE G L E R R O A D (RO W V A R I E S ) KINGSLEY COURT NEWBURY COURT HARRINGTON COURT UPUP UPUP UPUP UPUP UPUP CODE BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan Landscape Plan LS 5 TRASH ENCLOSURE (TYP.) PROPOSED LID STORMTECH CHAMBERS MA T C H L I N E S H E E T L S 6 MATCH LINE SHEET LS2 30'0 60'45'NORTH Key Map LS 2 LS 3 LS 4 LS 5 LS 6 LS 7 NORTH Plant Code Legend Landscape Legend BIKE RACK (3 SPACES) EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT SIGNAGE 6' CEDAR PRIVACY FENCE REFER TO SHEET SP12 FOR DETAIL BLDG A9 ESMT EXCLUSION BLDG A8 ESMT EXCLUSION BLDG A4 ESMT EXCLUSION BLDG A5 ESMT EXCLUSION BLDG A6 ESMT EXCLUSION EE AG3 EE G3 EE AG4EE G4 UNION PARK AVENUE IN F A N T R Y T E R R A C E D R I V E FORT SUMTER WAY JU N C T I O N D R I V E TRACT L TRACT K IRM C C C C NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST O NOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS DS DSDS DS DS DS DS DS DS DS DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS 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 DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 26' EAE 26' EAE 26' EAE 26' EAE 2 - QS3 - PAE QB - 1 MRR - 1 QB - 1 QMC - 1 QW - 1 GB - 4 QW - 2 4 - ASG 2 - QRF 1 - CSSR - 2 PR I V A T E D R I V E PR I V A T E D R I V E QS - 1 3 - MT MRR - 2 2 - JSS 2 - PIF PIF - 1 RCA - 1 MRR - 1 PIF - 1 2 - QMC MRR - 1 RCA - 1 SPC - 3ASG - 1 SPC - 1 2 - SR 1 - UA 2 - SR TAG - 1 RCA - 1 2 - QMC AAB - 1 QMC - 1 ASG - 2 2 - QS 3 - CS GB - 1 2 - JW QS - 1 1 - QS TAG - 2 1 - PHL 2 - JW JSS - 2 P.O.C. D: 1.5-INCH, 50 GPM C C C C C C C C C C C C C C C C C C C C CO R B E T T D R I V E ZIE G L E R R O A D (R O W V A R I E S ) KINGSLEY COURT NEWBURY COURT HARRINGTON COURT DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS 01 GENERAL SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES CODE BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan Landscape Plan LS 6 30'0 60'45'NORTH MA T C H L I N E S H E E T L S 5 MATCH LINE SHEET LS3 MA T C H L I N E S H E E T L S 7 Key Map LS 2 LS 3 LS 4 LS 5 LS 6 LS 7 NORTH Plant Code Legend Landscape Legend PROPOSED LID STORMTECH CHAMBERS PICNIC SHELTER BOLLARD LIGHT (TYP.) BIKE RACK (3 SPACES) EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT SIGNAGE 6' CEDAR PRIVACY FENCE (TYP.) REFER TO SHEET SP12 FOR DETAIL BL O C K 2 7 BL O C K 2 8 BLDG A7 ESMT EXCLUSION EE AG5 EE G5 BLOCK 26 ZI E G L E R R O A D (R O W V A R I E S ) IN F A N T R Y T E R R A C E D R I V E ZI E G L E R R O A D (R O W V A R I E S ) IR O N L A N E CITADEL PLACE HERITAGE HILL PLACE TRACT I TRACT J TRACT H IRM IRM ZI E G L E R R O A D (R O W V A R I E S ) NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSD N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLASTONOT POLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS D N D YLOPLAST ONOTPOLLUTE UCTILEIRON DRAINSTOWATERWAYS UPUP 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 DETENTION AREA 26' EAE 1 - PAE MT - 2 2 - CS 4 - ASG 5 - BTM PBB - 3 3 - MRR 2 - PHL 1 - CS CCI - 2CS - 2 QW - 2 2 - PLW 1 - PHL FORT SUMTER WAY 1 - SR 1 - CS MRR - 2 3 - JSS 1 - RCA 6 - AGF 1 - GDE 1 - QMC 3 - AGF 1 - PLW 3 - UA ? ? ? ? ? ? ? PP - 1 5 - GDE 2 - JW QW - 2 1 - QMC P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM C C C C C C C C C C C C C C C C C C C C CO R B E T T D R I V E ZIE G L E R R O A D (R O W V A R I E S ) KINGSLEY COURT NEWBURY COURT HARRINGTON COURT DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDSDSDSDSDS 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDSDS 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 UPUP DSDSDSDSDSDS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP DSDSDSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS SYMBOL DESCRIPTION IRRIGATED TURF FESCUE BLEND OR APPROVED EQUAL NON-IRRIGATED NATIVE SEED SEE DETAILS FOR SEED MIX WOOD MULCH ALL SHRUB BEDS TO RECEIVE A MINIMUM 4" DEPTH SHREDDED CEDAR MULCH 1.5" WASHED RIVER ROCK COBBLE ALL SHRUB BEDS TO RECEIVE A MINIMUM 2"-3" DEPTH ROCK COBBLE ENGINEERED WOOD FIBER ARTIFICIAL TURF DETENTION BASIN MIX SEE LANDSCAPE NOTES FOR APPROVED MIX BUFFALO GRASS CRUSHER FINES CODE BOTANICAL / COMMON NAME DECIDUOUS TREES ASG Acer saccharum `Green Mountain` Green Mountain Sugar Maple CS Catalpa speciosa Western Catalpa GB Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo GDE Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree PAE Platanus x acerifolia `Exclamation` Exclamation Planetree JP Populus deltoides 'Jeronimus' Jeronimus Plains LLC Populus x acuminata Lanceleaf Cottonwood QB Quercus buckleyi Texas Red Oak QMC Quercus muehlenbergii Chinkapin Oak QRF Quercus robur `Fastigiata` Fastigiate English Oak QS Quercus shumardii Shummard Red Oak QW Quercus x warei `Long` TM Regal Prince Oak PLW Salix amygdaloides Peach Leaf Willow TAG Tilia americana `Greenspire` Greenspire Linden UA Ulmus x `Accolade` Accolade Elm EVERGREEN TREES JSS Juniperus scopulorum `Skyrocket` Skyrocket Juniper JW Juniperus scopulorum `Woodward` Woodward Columnar Juniper PAC Picea abies `Cupressina` Fastigiate Norway Spruce PP Picea pungens Colorado Spruce PBB Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce PPB Picea pungens `Bakeri` Bakeri Spruce PIF Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce PHL Pinus heldreichii leucodermis Bosnian Pine PM Pinus monophylla Piñon Pine PN Pinus nigra Austrian Pine PPO Pinus ponderosa Ponderosa Pine ORNAMENTAL TREES AGF Acer ginnala `Flame` Amur Maple BTM Acer grandidentatum Bigtooth Maple AAB Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry CCI Crataegus crus-galli inermis Thornless Cockspur Hawthorn RCA Malus x `Radiant` Radiant Crab Apple MRR Malus x `Royal Raindrops` Royal Raindrops Crabapple MT Malus x `Thunderchild` Thunderchild Crab Apple SPC Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry SR Syringa reticulata Japanese Tree Lilac PLANT SCHEDULE OVERALL 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Plan LS 7 Landscape Plan 30'0 60'45'NORTH MATCH LINE SHEET LS4 MA T C H L I N E S H E E T L S 6 Key Map LS 2 LS 3 LS 4 LS 5 LS 6 LS 7 NORTH Plant Code Legend LANDSCAPE WALL REFER TO DETAIL 4 - SHEET LS10 BIKE RACK (3 SPACES) EASEMENT LINE PROPERTY LINE Site Legend TRANSFORMER STREET LIGHT RIGHT-OF-WAY LINE STEEL EDGER FIRE HYDRANT Landscape Legend SIGNAGE 40' LIGHT POLE SEPARATION EXISTING SPEED LIMIT SIGN 6' CEDAR PRIVACY FENCE REFER TO SHEET SP12 FOR DETAIL irr turf ZI E G L E R R O A D CO R B E T T D R I V E CO R B E T T D R I V E CO R B E T T D R I V E ZI E G L E R R O A D (R O W V A R I E S ) 15' UE 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 M XX XX Tree ID Species Size Condition Removal Status Mitigation # 1 Cottonwood (multi-stem)8", 7", 7", 4"Good Remove 2 2 Russian Olive 22"Good Remove 2 3 Russian Olive (multi-stem)10", 20", 8", 6"Fair Remove 2 4 Colorado Spruce 9"Good 3 5 Narrowleaf Cottonwood 11"Good 3 6 Narrowleaf Cottonwood 13"Good 3 7 Narrowleaf Cottonwood 12"Good 3 8 Ponderosa Pine 13"Good 2 9 Ponderosa Pine 13"Good 3 10 Ponderosa Pine 13"Good 3 11 Siberian Elm 10"Fair Remove 0 12 Siberian Elm 8"Poor Remove 0 13 Siberian Elm (multistem)3"Poor Remove 0 14 Siberian Elm (multistem)7",6",6"Fair Remove 0 15 Littleleaf Linden 7"Good 2 16 Littleleaf Linden 7"Good 2 17 Colorado Spruce 8"Good 4 18 Colorado Spruce 8"Good 4 19 Colorado Spruce 8"Good 3 20 Colorado Spruce 8"Good 3 21 Northern Catalpa 9"Good 3 22 Hot Wings Tatarian Maple <11"Fair 1 23 Northern Catalpa 8"Fair 2 24 Pinyon Pine 3"Fair 1 25 Northern Catalpa 8"Poor 1 26 Pinyon Pine 4"Poor 1 27 Pinyon Pine 2.5"Good 2 28 Pinyon Pine 2.5"Good 2 29 Pinyon Pine 3"Good 2 30 Northern Catalpa 8"Dead 0 31 Northern Catalpa 8"Good 2 32 Siberian Elm (4-Stem)3-5"Fair 1 33 Pinyon Pine 3"Fair 1 34 Pinyon Pine 3"Good Remove 2 35 Pinyon Pine 3"Good Remove 2 36 Pinyon Pine 3"Good Remove 2 37 Pinyon Pine 3"Poor Remove 1 38 Austrian Pine 6"Good 2 39 Austrian Pine 6"Good 2 40 Austrian Pine 4"Poor Remove 1 41 Honey Locust 3.5"Good Remove 2 42 Honey Locust 3.5"Good Remove 2 43 Austrian Pine 8.5"Fair Remove 3 44 Cottonwood 16"Good Remove 3 45 Western Catalpa 5.5"Fair Remove 1 46 White Ash 4.5"Good Remove 2 47 Narrowleaf Cottonwood 18"Good Remove 3 48 Narrowleaf Cottonwood 17"Good Remove 3 49 Pinyon Pine 2"Poor 0 50 Pinyon Pine 2"Dead 0 51 Ponderosa Pine 5"Good Remove 2 52 Limber Pine 5.5"Good Remove 3 53 Callery Pear 4.5"Fair Remove 2 54 Austrian Pine 13.5"Good Remove 3 55 Austrian Pine 9"Good Remove 3 56 Austrian Pine 17"Good Remove 4 57 Ponderosa Pine 7"Fair 2 58 Pinyon Pine 3"Fair Remove 1 59 Pinyon Pine 3"Poor 1 60 Narrowleaf Cottonwood 17"Good 4 61 Narrowleaf Cottonwood 16"Good 3 62 Hackberry 3"Fair Remove 1 63 Hackberry 3"Fair Remove 1 64 Scotch Pine 8"Good Remove 2 65 Scotch Pine 8"Good 2 66 Scotch Pine 8"Good Remove 1 67 Narrowleaf Cottonwood 12"Good 2 68 Narrowleaf Cottonwood 11"Good 2 69 Scotch Pine 10"Good Remove 1 70 Ponderosa Pine 7"Good 3 71 Black Locust (multi-stem)3-6"Poor 1 72 Black Locust 3"Poor 1 73 Pinyon Pine 3"Poor 1 74 Pinyon Pine 2"Fair 1 75 Narrowleaf Cottonwood 9"Good 1 76 Narrowleaf Cottonwood 7"Good 1 77 Narrowleaf Cottonwood 9"Good 1 78 Narrowleaf Cottonwood 9"Good 1 79 Scotch Pine 8"Good 2 80 Ponderosa Pine 8"Fair 2 81 Siberian Elm <11"Fair Remove 0 82 Green Ash <11"Fair Remove 0 83 Austrian Pine 24"Good Remove 4 84 Austrian Pine N/A Dead Remove 0 85 Austrian Pine 29"Fair Remove 3 86 Eastern Red Cedar 1'-6"Good Remove 3 87 Green Ash 25"Fair Remove 2 88 Green Ash 20"Fair Remove 2 89 Green Ash 24"Fair Remove 2 90 Green Ash 21"Poor Remove 1 91 Ponderosa Pine 21"Poor Remove 2 92 Apple Spec.10.5"Fair Remove 2 93 Apple Spec.6"Fair Remove 2 94 Apple Spec.13"Fair Remove 2 95 Ponderosa Pine 15"Fair Remove 2.50 96 Scotch Pine (3-Stem)11", 19", 10"Fair Remove 3 97 Scotch Pine 19"Fair Remove 3.50 98 Green Ash 20+"Poor Remove 0 99 Green Ash 18 Fair Remove 2 XX XX Existing Tree Inventory LS 8 Existing Tree Inventory 2 3 Tree Mitigation Legend EXISTING TREES TO BE REMOVED AND MITIGATED EXISTING TREES TO REMAIN (WITH CRITICAL ROOT ZONE SHOWN) TREE SYMBOLS DENOTED WITH 'M' INDICATE MITIGATION TREES AND ITS PROPOSED LOCATION 1 4 5 6 7 8 9 10 13 14 15 16 17 18 19 2021 22 2324 26 3031 32 33 29 28 27 37 36 35 343839404142434445464748 11 12 25 5152535455 56 57 58596061 62 4950 63 64 65 6667686970 7172737475 7677 78 7980 81 Total # Mitigation Trees: 93 trees 82 83848586 87 88 89 90 91 92 93 94 95 96 9798 99 SCALE 1" = 60'-0" 60'0 120'90'NORTH SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT WIDTH DIVERSITY DECIDUOUS TREES ASG 20 Acer saccharum `Green Mountain` Green Mountain Sugar Maple 2.0" cal. BB 50`40`3% CS 18 Catalpa speciosa Western Catalpa 2.0" cal. BB 50`40`2% GB 9 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Ginkgo 2.0" cal.BB 30`12`4% GDE 31 Gymnocladus dioicus `Espresso` Seedless Kentucky Coffeetree 2.0" cal. BB 60`50`3% PAE 13 Platanus x acerifolia `Exclamation` Exclamation Planetree 2.0" cal. BB 60`40`2.8% JP 4 Populus deltoides 'Jeronimus' Jeronimus Plains 2.0" cal. BB 60`50`1% LLC 6 Populus x acuminata Lanceleaf Cottonwood 2.0" cal. BB 50`40`2.4% QB 23 Quercus buckleyi Texas Red Oak 2.0" cal. BB 35`35`3% QMC 37 Quercus muehlenbergii Chinkapin Oak 2.0" cal. BB 50`50`4% QRF 6 Quercus robur `Fastigiata` Fastigiate English Oak 2.0" cal. BB 60`20`4% QS 34 Quercus shumardii Shummard Red Oak 2.0" cal. BB 60`40`5.5% QW 24 Quercus x warei `Long` TM Regal Prince Oak 2.0" cal. BB 45`15`9% PLW 9 Salix amygdaloides Peach Leaf Willow 2.0" cal. BB 40`30`1% TAG 14 Tilia americana `Greenspire` Greenspire Linden 2.0" cal. BB 40`30`3% UA 34 Ulmus x `Accolade` Accolade Elm 2.0" cal. BB 60`40`6% EVERGREEN TREES JSS 18 Juniperus scopulorum `Skyrocket` Skyrocket Juniper 6` B&B 20`4`7.9% JW 30 Juniperus scopulorum `Woodward` Woodward Columnar Juniper 6` B&B 20`4`8.2% PAC 11 Picea abies `Cupressina` Fastigiate Norway Spruce 6` B&B 25`6`5.2% PP 11 Picea pungens Colorado Spruce 6` B&B 70`30`1.7% PBB 4 Picea pungens `Baby Blue Eyes` Baby Blue Eyes Spruce 6` B&B 30`15`1.3% PPB 8 Picea pungens `Bakeri` Bakeri Spruce 6` B&B 40`20`2% PIF 11 Picea pungens `Iseli Fastigiate` Iseli Fastigiate Spruce 6` B&B 15`6`4.5% PHL 6 Pinus heldreichii leucodermis Bosnian Pine 6` B&B 25`12`<1% PM 22 Pinus monophylla Piñon Pine 6` B&B 20`15`2.4% PN 14 Pinus nigra Austrian Pine 6` B&B 50`30`1.5% PPO 4 Pinus ponderosa Ponderosa Pine 6` B&B 70`45`<1% ORNAMENTAL TREES AGF 23 Acer ginnala `Flame` Amur Maple 1.5" cal. BB 15`15`3% BTM 6 Acer grandidentatum Bigtooth Maple 1.5" cal. BB 25`25`2% AAB 3 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry 1.5" cal. BB 25`20`2% CCI 4 Crataegus crus-galli inermis Thornless Cockspur Hawthorn 1.5" cal. BB 25`20`2.9% RCA 15 Malus x `Radiant` Radiant Crab Apple 1.5" cal. BB 25`20`1.9% MRR 22 Malus x `Royal Raindrops` Royal Raindrops Crabapple 1.5" cal. BB 20`15`2.7% MT 16 Malus x `Thunderchild` Thunderchild Crab Apple 1.5" cal. BB 20`15`1.3% SPC 14 Prunus x virginiana 'P002S' Sucker Punch® Red Chokecherry 1.5" cal. BB 25`15`1% SR 11 Syringa reticulata Japanese Tree Lilac 1.5" cal. BB 25`20`2% SYMBOL QTY BOTANICAL / COMMON NAME SIZE HEIGHT WIDTH DECIDUOUS SHRUBS 14 Amelanchier alnifolia `Regent` Regent Serviceberry 5 gal.6`6` 15 Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 5 gal.8`5` 82 Berberis thunbergii `Atropurpurea` RED LEAF JAPANESE BARBERRY 5 gal.4`4` 131 Caryopteris x clandonensis `Dark Knight` Blue Mist Spirea 5 gal.4`3` 82 Chrysothamnus viscidiflorus Yellow Rabbitbrush 5 gal.3`2` 41 Cornus sericea `Arctic Fire` Arctic Fire Dogwood 5 gal.4`4` 13 Cornus sericea `Isanti` Isanti Dogwood 5 gal.5`6` 58 Euonymus alatus `Compactus` Compact Burning Bush 5 gal.5`5` 1 Fallugia paradoxa Apache Plume 5 gal.6`6` 101 Frangula alnus `Fine Line` TM Tall Fernleaf Buckthorn 5 gal.7`3` 137 Perovskia atriplicifolia `Little Spire` TM Little Spire Russian Sage 5 gal.3`3` 107 Philadelphus x virginalis `Dwarf Snowflake` Dwarf Snowflake Mockorange 5 gal.4`4` 72 Physocarpus opulifolius `Little Devil` TM Little Devil Ninebark 5 gal.4`4` 36 Physocarpus opulifolius `Summer Wine` Summer Wine Ninebark 5 gal.6`6` 103 Potentilla fruticosa `Mango Tango` Mango Tango Potentilla 5 gal.3`3` 93 Potentilla fruticosa 'Gold Drop' Gold Drop Bush Cinquefoil 5 gal.3`3` 14 Prunus besseyi `Pawnee Buttes` Pawnee Buttes Sand Cherry 5 gal.2.5`6` 24 Prunus x cistena Purple Leaf Plum 5 gal.8`6` 18 Rhus aromatica `Gro-Low` Gro-Low Fragrant Sumac 5 gal.1.5`5` 4 Rhus trilobata Skunkbush Sumac 5 gal.4`4` 1 Ribes aureum Golden Currant 5 gal.6`6` 214 Rosa x `Double Knockout` Double Knockout Rose 5 gal.4`4` 103 Syringa patula `Miss Kim` Miss Kim Lilac 5 gal.5`5` 49 Viburnum trilobum `Bailey Compact` Compact American Cranberrybush 5 gal.4`4` 53 Viburnum x juddii Judd Viburnum 5 gal.6`6` 43 Weigela florida Wine and Roses Wine and Roses Weigela 5 gal.5`5` EVERGREEN SHRUBS 116 Arctostaphylos uva-ursi `Woods Compact` Kinnikinnick 5 gal.3"4` 37 Arctostaphylos x coloradoensis Panchito Manzanita 1 gal.15"3` 95 Euonymus fortunei `Canadale Gold` Canadale Gold Euonymus 5 gal.3`4` 41 Juniperus horizontalis `Blue Chip` Blue Chip Juniper 5 gal. 27 Juniperus sabina `Calgary Carpet` TM Calgary Carpet Juniper 5 gal.1`5` 4 Lysimachia nummularia 'Aurea' Golden Creeping Jenny 1 gal.2`18" 18 Mahonia aquifolium Oregon Grape Holly 5 gal.5`3` 39 Picea abies `Pumila` Dwarf Norway Spruce 5 gal.4`4` GRASSES 282 Andropogon gerardii `Windwalker` Windwalker Big Bluestem Grass 1 gal.6`2` 459 Bouteloua gracilis `Blonde Ambition` Blonde Ambition Blue Grama 1 gal.2`2` 539 Calamagrostis acutiflora `Karl Forester Feather Reed Grass 1 gal.5`2` 398 Calamagrostis x acutiflora `Overdam` Varigated Feather Reed Grass 1 gal.3`2` 156 Deschampsia cespitosa Tufted Hair Grass 1 gal.4`2` 21 Helictotrichon sempervirens Blue Avena Grass 1 gal.3`2` 236 Miscanthus sinensis `Morning Light` Morning Light Maiden Grass 1 gal.3`3` 337 Miscanthus sinensis `Purpurescens` Flame (Purple Maiden) Grass 1 gal.4`3` 77 Miscanthus sinensis 'Little Nicky' Little Nicki Dwarf Zebra Grass 1 gal.4`3` 367 Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 1 gal.4`3` 334 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 1 gal.2`2` 85 Pennisetum orientale `Karley Rose` Pink Oriental Fountain Grass 1 gal.3`3` 417 Schizachyrium scoparium 'Blaze' Blaze Little Bluestem 1 gal.4`3` 94 Sorghastrum nutans 'Indian Steel' Indian Steel Indian Grass 1 gal. PERENNIALS 133 Asclepias tuberosa Butterfly Milkweed 1 gal.15"2` 125 Echinacea purpurea 'Bright Star' Bright Star Purple Coneflower 1 gal.3`3` 119 Hemerocallis x 'Purple De Oro' Purple De Oro Daylily 1 gal.2`2` 163 Hemerocallis x 'Stella de Oro' Stella de Oro Daylily 1 gal.2`2` 20 Heuchera x 'Lime Ruffles' Lime Ruffles Coral Bells 1 gal.1.5`1.5` 60 Lavandula angustifolia 'Wee One' Wee One English Lavender 1 gal.10"12" 169 Rudbeckia hirta fulgida Black-eyed Susan 1 gal.2`2` 53 Salvia daghestanica 'Platinum' Dwarf Silver-leaf Sage 1 gal.1`1` 21 Salvia x 'Ultra Violet' Ultra Violet Sage 1 gal.2`2` 46 Salvia x sylvestris 'May Night' May Night Sage 1 gal.1.5`1.5` SYMBOL QTY BOTANICAL / COMMON NAME GROUND COVERS 1,447 sf Trifolium repens White Clover SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT WIDTH DIVERSITY 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Plant Schedule Plant Schedule and Details LS 9 Shade Tree Requirements TYPE SHADE/CANOPY TREES QUANTITY RATIO EVERGREEN TREES ORNAMENTAL TREES 282 139 107 TOTAL 528 53.4% 26.3% 20.3% 100% 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP la n d s c a p e a r c h it e c t u r e |p la n n in g |illu s t r a t io n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 Landscape Details LS 10 OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP BACKFILL W/ 2/3 NATIVE SOIL & 1/3 COMPOST. THOROUGHLY WATER SETTLE SLOW RELEASE FERTILIZER TABLET (TYP.) 3" MIN. 2" AWAY FROM FOLIAGE SECTION EXISTING SOIL FOR SHRUBS THAN DIA. OF TO BE 6" LARGER PLANTING HOLE ROOTBALL FOR DIA. OF ROOTBALL 12" LARGER THAN GROUNDCOVER. KEEP MULCH LAYER FINISH GRADE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE CEDAR MULCH RING TO BE TWICE DIAMETER OF ROOT BALL - 2" DEPTH MULCH - SEE NOTES - 5" DEPTH MAXIMUM RO O T B A L L DE P T H GROUND COVER AND SHRUB PLANTING DETAIL NOT TO SCALE 3 TBG-L-01 TRUNK TREE 2" MULCH 12" MIN. SECTION 12" MIN., TYP. NOTE: CEDAR MULCH TREE RING SHALL BE 36" DIA. BACKFILL W/ 2/3 NATIVE SOIL & 1/3 COMPOST. THOROUGHLY WATER SETTLE TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE. WIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS AND WHITE PVC PIPE ALONG ENTIRE LENGTH OF WIRE FOR VISUAL AND SAFETY EXISTING SOIL SLOW RELEASE FERTILIZER TABLET (TYP.) DRIVE TWO (2) T-POST STAKES PER TREE REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP PLAN THAN DIA. OF 24" GREATER ROOTBALL FINISH GRADE T-POST TREE TRUNK WIRE, TYP. NOTE: THE WIRE BETWEEN THE STAKE AND THE TREE MUST HAVE SLACK 5' M I N . GROMMETED NYLON STRAP, TYP. NOTE: WIRE BASKETS AND TWINE SHALL BE COMPLETELY REMOVED PRIOR TO TREE INSTALLATION. RO O T B A L L DE P T H DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE TBG-L-02 1 THAN FINISH GRADE TOP OF ROOT CROWN TO BE 1" HIGHER DRIVE THREE (3) T-POSTS PER TREE FOR TREES OVER 6' IN HEIGHT. DRIVE TWO (2) T-POSTS FOR TREES 6' IN HEIGHT OR LESS. SPACE ANCHORS EQUALLY AROUND TRUNK. AVOID DAMAGE TO BRANCHES. EXISTING SOIL SLOW RELEASE FERTILIZER TABLET (TYP.) BACKFILL W/ 2/3 NATIVE SOIL & 1/3 COMPOST. THOROUGHLY WATER SETTLE REMOVE WIRE CAGE AND/OR TWINE. OPEN BURLAP AROUND TRUNK. CUT & REMOVE TOP 1/3 OF BURLAP 18" MIN., TYP. SECTION 12" MIN. ROOTBALL THAN DIA. OF 24" GREATER FINISH GRADE PLAN TREE TRUNK T-POST GROMMETED NYLON STRAP, TYP. WIRE, TYP. NOTE: THE WIRE BETWEEN THE STAKE AND THE TREE MUST HAVE SLACK TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE NOTE: WIRE BASKETS AND TWINE SHALL BE COMPLETELY REMOVED PRIOR TO TREE INSTALLATION. NOTE: CEDAR MULCH TREE RING SHALL BE 36" DIA. 2" MULCH RO O T B A L L DE P T H TIE GROMMETED NYLON STRAPS TO STAKE WITH WIRE. WIRE ENDS SHALL BE BENT BACK TO ELIMINATE BURRS AND WHITE PVC PIPE ALONG ENTIRE LENGTH OF WIRE FOR VISUAL AND SAFETY CONIFER TREE PLANTING DETAIL NOT TO SCALE TBG-L-03 2 SUBSEQUENTLY PLACED CONCRETE PAVEMENT # 4 X 18" SMOOTH REBAR 30" O.C., TYPICALPREVIOUSLY PLACED CONCRETE PAVEMENT COMPACTED SUBGRADE PER SOILS REPORT SECTION EXPANSION MATERIAL W/ JOINT SEALER CAULK, TYP. 5" M I N . P E R S O I L S R E P O R T COLD-JOINT NOT TO SCALE 4 TBG-L-CO-01 5" M I N . P E R S O I L S R E P O R T 1.APPLY MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF WALKS. 2.PROVIDE 1/4" RADIUS EDGE AT OUTSIDE EDGES 3.APPLY BROOM FINISH SO THAT NO TROWEL LINES REMAIN AT OUTSIDE EDGES 4.MATERIAL IS STANDARD GRAY CONCRETE PER SITE PLAN 5.CONCRETE PAVEMENT SHALL SLOPE TO DRAIN(S) UNLESS OTHERWISE NOTED, PROVIDE 2% CROSS SLOPE IN DIRECTION OF DRAINAGE, UNLESS OTHERWISE NOTED, TYP. SAW-CUT JOINTS TO A DEPTH OF 1 1/2" FIBER REINFORCED STANDARD GRAY CONCRETE PAVEMENT WITH MED. BROOM FINISH COMPACTED SUBGRADE PER SOILS REPORT SECTION SAW-CUT JOINT NOT TO SCALE 5 TBG-L-CO-02 Planting Details Concrete Details Typical Single Family Attached (SFA) - AC condenser screening Scale: NTS ARTİFİCİAL TURF A/C UNİT 3.5' ORNAMENTAL IRON FENCE REFER TO FENCE TYPE 01 DETAIL ON SHEET SP12 6 C C C C C C C C C C C C C C C C C C C C UPUP UPUP UPUP UPUP UPUP POOL DETENTION AREA DETENTION AREA UNION PARK AVENUE UNION PARK AVENUE FORTITUDE LANE FORT SUMTER WAY GOLDEN GROVE DRIVE PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E ? ? ? ? ? ? ? CO R B E T T D R I V E CO R B E T T D R I V E IRM IRM IRM IRM IRM IRM IRM IRM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. E: 0.75-INCH, 12 GPM FORTITUDE LANE DETENTION AREA MODERATE WATER USE (IRRIGATED TURF*) 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SCALE 1" = 60'-0" 60'0 120'90'NORTH Overall Hydrozone Plan Overall Hydrozone Plan H1 Hydrozone Legend Hydrozone Table- Overall Development (West) ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 20,145 SF 14 GAL/SF 282,030 GAL (IRRIGATED TURF*) 50% MODERATE/850 SF 14 GAL/SF 11,900 GAL 50% LOW 850 SF 8 GAL/SF 6,800 GAL (SHRUB BEDS) LOW 20,245 SF 8 GAL/SF 161,960 GAL (UPLAND SEED MIX ) VERY LOW 73,936 SF 3 GAL/SF 221,808 GAL (DETENTION BASIN) TOTAL / AVERAGE 116,026 SF 5.9 GAL/SF 684,498 GAL 50% MODERATE / 50% LOW WATER USE (SHRUB BEDS) VERY LOW WATER USE (DETENTION BASIN) LOW WATER USE (UPLAND SEED MIX LOW WATER USE (BUFFALO GRASS) Hydrozone Table- Zone A ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 27,973 SF 14 GAL/SF 391,160 GAL (IRRIGATED TURF*) 50% MODERATE/21,008 SF 14 GAL/SF 294,112 GAL 50% LOW 21,007 SF 8 GAL/SF 168,056 GAL (SHRUB BEDS) LOW 2,465 SF 8 GAL/SF 19,720 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 72,453 SF 12.0 GAL/SF 873,048 GAL Hydrozone Table - Zone B ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 24,910 SF 14 GAL/SF 348,740 GAL (IRRIGATED TURF*) 50% MODERATE/11,627 SF 14 GAL/SF 162,778 GAL 50% LOW 11,626 SF 8 GAL/SF 93,008 GAL (SHRUB BEDS) LOW 4,195 SF 8 GAL/SF 33,560 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 52,358 SF 12.2 GAL/SF 638,086 GAL ZONE C ZONE B ZONE E ZONE DZONE A OVERALL DEVELOPMENT ZONE F Hydrozone Table- Overall Development (East) ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 21,565 SF 14 GAL/SF 301,910 GAL (IRRIGATED TURF*) 50% MODERATE/6,635 SF 14 GAL/SF 92,890 GAL 50% LOW 6,635 SF 8 GAL/SF 53,080 GAL (SHRUB BEDS) LOW 8,724 SF 8 GAL/SF 69,792 GAL (BUFFALO GRASS & CLOVER) VERY LOW 33,204 SF 3 GAL/SF 99,612 GAL (DETENTION BASIN) TOTAL / AVERAGE 76,763 SF 8.0 GAL/SF 617,284 GAL C C C C C C C C C C C C C C C C C C C C UPUP UPUP UPUP UPUP UPUP POOL DETENTION AREA DETENTION AREA UNION PARK AVENUE UNION PARK AVENUE FORTITUDE LANE FORT SUMTER WAY GOLDEN GROVE DRIVE PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E PR I V A T E D R I V E ? ? ? ? ? ? ? CO R B E T T D R I V E CO R B E T T D R I V E IRM IRM IRM IRM IRM IRM IRM IRM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. E: 0.75-INCH, 12 GPM FORTITUDE LANE DETENTION AREA 4105 ZIEGLER RD FORT COLLINS, CO 80525 GROUP l a n d s c a p e a r c h i t e c t u r e |p l a n n i n g |i l l u s t r a t i o n 4 4 4 M o u n t a i n A v e . Berthoud,CO 80513 T(/ :(B 9 7 0 .5 3 2 .5 8 9 1 T B G r o u p .u s PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 17, 2024 DATE PREPARED FOR Union Park Final Development Plan CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R FDP Submittal-01 04-10-24 LANDMARK REAL ESTATE HOLDINGS LLC 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill FDP Submittal-02 07-17-24 SCALE 1" = 60'-0" 60'0 120'90'NORTH Overall Hydrozone Plan Overall Hydrozone Plan H2 Hydrozone Table - Zone C ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 19,852 SF 14 GAL/SF 277,928 GAL (IRRIGATED TURF*) 50% MODERATE/10,267 SF 14 GAL/SF 143,738 GAL 50% LOW 10,266 SF 8 GAL/SF 82,128 GAL (SHRUB BEDS) LOW 4,528 SF 8 GAL/SF 36,224 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 44,913 SF 12.0 GAL/SF 540,018 GAL Hydrozone Table - Zone D ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 21,595 SF 14 GAL/SF 302,330 GAL (IRRIGATED TURF*) 50% MODERATE/15,775 SF 14 GAL/SF 220,850 GAL 50% LOW 15,774 SF 8 GAL/SF 126,192 GAL (SHRUB BEDS) LOW 3,025 SF 8 GAL/SF 24,200 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 56,169 SF 12.0 GAL/SF 673,572 GAL Hydrozone Table - Zone E ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 5,963 SF 14 GAL/SF 83,482 GAL (IRRIGATED TURF*) 50% MODERATE/5,744 SF 14 GAL/SF 80,416 GAL 50% LOW 5,743 SF 8 GAL/SF 45,944 GAL (SHRUB BEDS) LOW 1,292 SF 8 GAL/SF 10,336 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 18,742 SF 11.7 GAL/SF 220,178 GAL ZONE C ZONE B ZONE E ZONE DZONE A OVERALL DEVELOPMENT ZONE F MODERATE WATER USE (IRRIGATED TURF*) Hydrozone Legend 50% MODERATE / 50% LOW WATER USE (SHRUB BEDS) VERY LOW WATER USE (DETENTION BASIN) LOW WATER USE (UPLAND SEED MIX LOW WATER USE (BUFFALO GRASS) Hydrozone Table - Zone F ZONE AREA WATER USE GALLONS HIGH 0 SF 18 GAL/SF 0 GAL MODERATE 2,841 SF 14 GAL/SF 39,774 GAL (IRRIGATED TURF*) 50% MODERATE/2,640 SF 14 GAL/SF 36,960 GAL 50% LOW 2,640 SF 8 GAL/SF 21,120 GAL (SHRUB BEDS) LOW 0 SF 8 GAL/SF 0 GAL (UPLAND SEED MIX) VERY LOW 0 SF 3 GAL/SF 0 GAL (DETENTION BASIN) TOTAL / AVERAGE 8,121 SF 12.0 GAL/SF 97,854 GAL C C C C C C C C C C C C C C C C C C C C DS DSDS DS DS DS DS DSDS 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 DSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS DSDSDS 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 DS DS DS DS UPUP DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS IRM IRM IRM IRM IRM IRM IRM IRM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. E: 0.75-INCH, 12 GPM FORTITUDE LANE DETENTION AREA P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. E: 0.75-INCH, 12 GPM A B C D E F G H IRM IRM IRM IRM IRM IRM IRM IRM IR-1 IR-4 IR-5 IR-2 IR-3 IR-6 IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-0 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com OVERALL IRRIGATION METERS AND METHODS 00 1" = 60'120' 60' NORTH MODERATE WATER USE (IRRIGATED TURF*): SPRINKLER IRRIGATION IRRIGATION METHODS LEGEND 50% MODERATE / 50% LOW WATER USE (SHRUB BEDS): DRIP IRRIGATION VERY LOW WATER USE (DETENTION BASIN): TEMPORARY SPRINKLER IRRIGATION PERMANENT DRIP TO TREES LOW WATER USE (UPLAND SEED MIX: TEMPORARY SPRINKLER IRRIGATION PERMANENT DRIP TO TREES LOW WATER USE (BUFFALO GRASS): TEMPORARY SPRINKLER IRRIGATION PERMANENT DRIP TO TREES OVERALL DEVELOPMENT POC OA1: 1.5-INCH, 50 GPM POC OA2: 1.5-INCH, 50 GPM ZONE A POC A: 1.5-INCH, 50 GPM ZONE B POC B: 1.5-INCH, 50 GPM ZONE C POC C: 1.5-INCH, 50 GPM ZONE D POC D: 1.5-INCH, 50 GPM ZONE E POC E: 0.75-INCH, 50 GPM ZONE F POC F: 0.75-INCH, 50 GPM HYDROZONE METERS 1.INSTALL SYSTEM TO IRRIGATE NEW LANDSCAPING. SPRINKLERS IRRIGATE SOD AREAS. DRIP WILL IRRIGATE NEW TREE AND SHRUB PLANTINGS IN PLANTING BEDS. TEMPORARY SPRINKLER IRRIGATION IS PROVIDED FOR ESTABLISHMENT OF NATIVE SEED AND DETENTION AREAS. TREES IN AREAS WITH TEMPORARY SPRINKLER IRRIGATION ARE IRRIGATED PERMANENTLY WITH DRIP IRRIGATION. WATER SOURCE WILL BE TO IRRIGATION SERVICE LINES AT LOCATIONS INDICATED. IRRIGATION BACKFLOWS AND CONTROLLER WILL BE INSTALLED ADJACENT TO METER. 2.CONTROL WILL BE VIA NEW IRRIGATION CONTROLLER PEDESTAL MOUNTED ADJACENT TO BACKFLOW. CONTROL WILL BE VIA 2 WIRE PATH. CONTROL CABLE NOT ADJACENT TO MAINLINE TO BE INSTALLED IN CONDUIT AND PROTECTED WITH WARNING TAPE. 3.THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCES AND WITH ALL THE ESTABLISHED APPLICABLE CODES. 4.UTILITY LOCATES ("CALL BEFORE YOU DIG"): ARRANGE FOR AND COORDINATE WITH GENERAL CONTRACTOR AND LOCAL AUTHORITIES THE LOCATION OF ALL UNDERGROUND UTILITIES. CALL 1-800-849-2476. 5.WARRANTY IRRIGATION SYSTEM FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF WORK. 6.DO NOT PROCEED WITH THE INSTALLATION OF IRRIGATION COMPONENTS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS OR FIELD CONDITIONS EXIST, BRING THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 7.SLEEVING WILL BE INSTALLED BY THE IRRIGATION CONTRACTOR. SLEEVES ARE REQUIRED FOR BOTH PIPING AND CONTROL WIRING AT EACH HARDSCAPE CROSSING. SIZE SLEEVES TO BE TWICE THE SIZE OF THE PIPE OR WIRE BUNDLE THAT IS CARRIED IN SAID SLEEVE. 8.MAINLINE PIPE: a.USE CLASS 200 SDR 21 NSF APPROVED RIGID PVC PIPE. b.USE SOLVENT WELD PIPE. c.USE SCHEDULE 40, TYPE 1, PVC SOLVENT WELD FITTINGS. USE PRIMER APPROVED BY THE PIPE MANUFACTURER. d.MAINLINE PIPE IS 2" NOMINAL SIZE UNLESS INDICATED OTHERWISE. e.CONDUCT A MAINLINE PRESSURE TEST AT AVAILABLE PRESSURE OVER ONE HOUR, ALLOWABLE PRESSURE DROP IS 5 PSI. f.MAINLINE PIPE TO BE BURIED WITH 24-INCHES OF COVER. 10.LATERAL PIPE: a.USE CLASS 200 SDR 21 NSF APPROVED RIGID PVC PIPE b.USE SOLVENT WELD PIPE. c.USE SCHEDULE 40, TYPE 1, PVC SOLVENT WELD FITTINGS. USE PRIMER APPROVED BY THE PIPE MANUFACTURER. d.MINIMUM LATERAL PIPE SIZE IS 1". SIZE PIPE AS INDICATED. ALL SECTIONS OF PIPE BETWEEN TWO IDENTICAL LABELS ARE THE SIZE OF SAID LABELS. e.FLEXIBLE POLYETHYLENE PIPE RATED FOR AT LEAST 100 PSI FOR ALL PIPE 1-1/2” AND SMALLER LATERAL PIPE CAN BE USED. USE PLASTIC TYPE PVC OR NYLON INSERT FITTINGS AND SADDLE TEES. f.SPRINKLER LATERAL PIPE TO BE BURIED WITH 14-INCHES OF COVER. 11. DRIP TUBING: a.USE U.V. RESISTANT POLYETHYLENE RATED FOR 60 PSI. b.USE COMPRESSION FITTINGS PER MANUFACTURER RECOMMENDATION. c.DRIP TUBING TO BE BURIED WITH 4-INCHES OF COVER. 12. COMPACT TRENCHES IN 6-INCH LIFTS TO 90% PROCTOR DENSITY. PUDDLING OF TRENCHES IS NOT ALLOWED. 13. ADJUST EACH SPRINKLER TO PROVIDE COMPLETE AND OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO HARDSCAPE. 14. PROVIDE TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. 15. FURNISH ACCURATE REPRODUCIBLE “AS-BUILT” DRAWINGS SHOWING FIELD CHANGES IN LAYOUT AND EQUIPMENT INSTALLATION. AS-BUILT DRAWINGS TO BE PLOTTED OUT FULL SCALE ALSO INCLUDE AN ELECTRONIC COPIES IN AUTOCAD AND ADOBE ACROBAT (PDF) FORMAT. 16. CLEAN UP ALL DEBRIS RELATED TO THE JOB, AND LEAVE THE SITE IN A CLEAN TIDY CONDITION. 17. TEST AND DEMONSTRATE TO THE OWNER'S REPRESENTATIVE THE SATISFACTORY OPERATION OF THE SYSTEM. 18. ESTABLISHMENT IRRIGATION: TEMPORARY SPRINKLER IRRIGATION IS PROVIDED FOR NATIVE SEED AND DETENTION AREAS. SCHEDULE TEMPORARY IRRIGATION ZONES ON AN ESTABLISHMENT PROGRAM. ONCE SEED IS ESTABLISHED IN THESE AREAS, TURN THE ESTABLISHMENT PROGRAMS OFF. 19. THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON OCTOBER 15TH TO ENSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST MANAGEMENT PRACTICES: ·CHECK HEADS FOR COVERAGE AND LEAKAGE. ·CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY. ·VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN. ·CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER. ·PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY. ·WINTERIZATION AND SPRING START UP PROCEDURES. NOTES CO R B E T T D R I V E IRM P.O.C. C: 1.5-INCH, 50 GPM P.O.C. C: 1.5-INCH, 50 GPM C IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-1 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MA T C H L I N E S E E S H E E T I R - 2 MATCHLINE SEE SHEET IR-4 IRM P.O.C. B: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM FORTITUDE LANE P.O.C. B: 1.5-INCH, 50 GPM B IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-2 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MA T C H L I N E S E E S H E E T I R - 3 MATCHLINE SEE SHEET IR-5 MA T C H L I N E S E E S H E E T I R - 1 IRM P.O.C. OA1: P.O.C. E: 0.75-INCH, 12 GPM DETENTION AREA P.O.C. E: 0.75-INCH, 12 GPM E IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-3 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MATCHLINE SEE SHEET IR-6 MA T C H L I N E S E E S H E E T I R - 2 C C C C C C C C C C C C C C C C DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS UPUP 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 DS DS DS DS DS DS DS DS DS DS DS DSDS DS UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS CO R B E T T D R I V E IRM IRM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. A: 1.5-INCH, 50 GPM A H IRM IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-4 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MATCHLINE SEE SHEET IR-1 MA T C H L I N E S E E S H E E T I R - 5 C C C C DS DSDS DS DS DS DS DS DS DS DS DSDS 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 DS DS DS DS DS DS DS DSDS DS DS DS 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 DSDS DS DS DS DS DS DS DS DS DS DS DS UPUP 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 UPUP DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS IRM P.O.C. D: 1.5-INCH, 50 GPM P.O.C. D: 1.5-INCH, 50 GPM D IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-5 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MATCHLINE SEE SHEET IR-2 MA T C H L I N E S E E S H E E T I R - 4 MA T C H L I N E S E E S H E E T I R - 6 UPUP 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 IRM IRM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPM P.O.C. OA1: 1.5-INCH, 50 GPM P.O.C. F: 0.75-INCH, 12 GPMF G IRM IRM IRRIGATION LEGEND IRRIGATION MAINLINE, CL200 PVC : 1.5"-2.5" IRRIGATION MAINLINE, TYPE K COPPER : 0.75"-1.5" IRRIGATION WATER METER ISOLATION GATE VALVE BACKFLOW PREVENTOR H IRRIGATION CONTROLLER: BASELINE 3200 IRM 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-6 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Preliminary Irrigation Plan 00 30'60' 1" = 30' NORTH MATCHLINE SEE SHEET IR-3 MA T C H L I N E S E E S H E E T I R - 5 4105 ZIEGLER RD FORT COLLINS, CO 80525 Union Park PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL July 12, 2024 DATE PREPARED FOR LANDMARK REAL ESTATE HOLDINGS LLC FDP Sumbittal-01 04-10-24 Final Development Plan 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill IR-7 NOT F O R C O N S T R U C T I O N PREL I M I N A R Y The Irrigation Engineers 2727 Alan St. Ft. Collins, CO 80524 307.509.0238 www.IrrigationEngineers.com Irrigation Details NOTE: 1.FURNISH FITTINGS, PIPE AND BACKFLOW SIZED IDENTICALLY WITH NOMINAL IRRIGATION TAP SIZE. [J] [K] [L] [M] [N] [O] [P] [Q] [R] [S] [S] 4' MIN. COVER 12" MIN. [A] [G] [H] [E] [F] [D] [B][C] [I] [A]COPPER TEE WITH 3/4 -INCH RISER AND QUICK COUPLER [B]STANDARD IRRIGATION VALVE BOX [C]FINISH GRADE/TOP OF MULCH [D]6-INCH PVC CL 200 PIPE (LENGTH AS REQUIRED) [E]THREADED BRONZE GATE VALVE WITH SOLID WEDGE NON-RISING STEM [F]BRICK (1 OF 4) [G]COPPER MALE ADAPTER [H]TYPE K COPPER MAINLINE FROM WATER METER [I]TYPE K COPPER TO BACKFLOW [J]BACKFLOW PREVENTER ENCLOSURE: LE MEUR SINGLE SWING HINGE OR EQUAL [K]REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH FULL PORT BRONZE BALL VALVES. SAME SIZE AS TAP [L]3/4 -INCH COPPER NIPPLE WITH CAP [M]CL200 PVC PIPE SLEEVE (1 OF 2) [N]OPTIONAL 4-INCH THICK CONCRETE PAD [O]FINISH GRADE/TOP OF MULCH [P]TYPE K COPPER PIPE (TYPICAL) (LENGTH AS REQUIRED) [Q]COPPER FEMALE ADAPTER [R]SCH 40 PVC MALE ADAPTER [S]PVC MAINLINE [T]COPPER PIPE FROM WINTERIZATION ASSEMBLY MIN. 10X PIPE DIAMETER MIN. 5X PIPE DIAMETER [A]FLOMEC QS 200 FLOW SENSOR TIP 45 DEG [B]10-INCH ROUND VALVE BOX [C]ID TAG [D]REMOTE CONTROL VALVE: 1-INCH RAIN BIRD PEB [E]DECODER [F]FINISH GRADE/TOP OF MULCH [G]CONTROL CABLE [H]STANDARD VALVE BOX WITH COVER: PENTEK OR EQUAL [I]PVC MAINLINE PIPE [J]BRICK (1 OF 4) [K]PVC SCH 40 MALE ADAPTER [L]3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL [A] [B] [C][E] [D] [F][G] [H] [I] [J] [K][L] NOTE: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. [A]FINISH GRADE/TOP OF MULCH [B]VALVE BOX WITH COVER: 10-INCH DIAMETER AROUND [C]6-INCH PVC CL200 PIPE (LENGTH AS REQUIRED) [D]BRICK (1 OF 2) [E]THREADED BRONZE GATE VALVE WITH SOLID WEDGE, NON-RISING STEM [F]PVC SCH40 OR WROT COPPER MALE ADAPTER (1 OF 2) [G]PVC MAINLINE [A] [B] [C] [D] [E] [F][G] 1 POINT OF CONNECTION/ BACKFLOW ASSEMBLY 2 MASTER VALVE / FLOW SENSOR ASSEMBLY 3 ISOLATION GATE VALVE ASSEMBLY 4 QUICK COUPLING VALVE ASSEMBLY NOTE: 1. FURNISH FITTINGS AND PIPING SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. [A]FINISH GRADE/TOP OF MULCH [B]QUICK COUPLING VALVE: AS SHOWN IN LEGEND [C]VALVE BOX: 10-INCH ROUND [D]PVC SCH80 NIPPLE (LENGTH AS REQUIRED) [E]BRICK (1 OF 2) [F]PREFABRICATED SWING JOIN WITH O-RING (1-INCH SIZE) [G]SCH40 SERVICE TEE [H]PVC MAINLINE [I]2-INCH X 2-INCH REDWOOD STAKE WITH STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT INTO UNDISTURBED SOIL [A] [B] [C] [D] [E] [F] [G] [H] [I] 3" MIN. [A]ID TAG [B]WATER PROOF CONNECTORS (4) [C]DECODER [D]REMOTE CONTROL VALVE (AS SHOWN IN LEGEND) [E]FINISH GRADE/TOP OF MULCH [F]PVC SCH 80 NIPPLE (CLOSE) [G]CONTROL CABLE: 30-INCHES IN VALVE BOX [H]STANDARD VALVE BOX WITH NON LOCKING COVER [I]PVC SCH 40 ELL [J]PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) [K]BRICK (1 OF 4) [L]SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL [M]PVC MAINLINE PIPE [N]PVC SCH 40 TEE OR ELL [O]PVC BALL VALVE: SAME SIZE AS RCV [P]3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL [Q]SCH 40 MALE ADAPTER [R]PVC LATERAL PIPE [A] [B][C] [D] [E] [F] [G] [H] [I] [J] [K] [L][M] [N] [O][P][Q] [R] [A]DRIP REMOTE CONTROL VALVE KIT: AS SHOWN IN LEGEND [B]ID TAG [C]DECODER [D]WATER PROOF CONNECTORS (4) [E]FINISH GRADE/TOP OF MULCH [F]JUMBO VALVE BOX [G]PVC BALL VALVE: NOMINAL SIZE OF CONTROL VALVE [H]SCH 80 THREADED NIPPLE [I]SCH 40 ELL [J]BRICK SUPPORTS (4) [K]3/4-INCH WASHED GRAVEL [L]2 WIRE CONTROL CABLE [M]MAINLINE [N]PE DRIP TUBING/PVC DRIP MANIFOLD [A] [B] [C][D][E] [F] [G] [H] [I] [J] [K] [L][M] [N] NOTE: 1.MAXIMUM LENGHT OF 14" DISTRIBUTION TUBING IS 5-FEET 2.STAKE ENDS OF DISTRIBUTION TUBING ON UPHILL SIDE OF PLANT. [A]DECIDUOUS TREE (8 GPH) 4 x XB-20PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [B]SHRUB (2 GPH): 2 x XB-10PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [C]GRASS/GROUNDCOVER PLANTINGS (1 GPH): 1 x XB-10PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [D]CONIFEROUS TREE (6 GPH): 3 x XB-20PC EMITTER WITH 1/4-INCH DISTRIBUTION TUBING [E]POLYETHYLENE DRIP LATERAL [A] [B] [C] [E] [D] [F] [A] [B] [C] [D] [E] [H] [I] [G] [A]FINISH GRADE/TOP OF MULCH [B]6-INCH ROUND VALVE BOX WITH COVER [C]FLUSH PLUG WITH HOSE THREAD CAP [D]DRIP IRRIGATION LATERAL [E]3-INCHES MIN. OF 3/4-INCH GRAVEL [F]BRICK (1 OF 2) [G]DRIP INDICATOR: HUNTER ECO-ID [H]SWING JOINT: 1/2-INCH FLEX TUBING WITH LASCO SWING JOINT FITTINGS [I] SERVICE TEE OR ELL 5 REMOTE CONTROL VALVE ASSEMBLY 6 SPRINKLER ASSEMBLY 7 DRIP REMOTE CONTROL VALVE ASSEMBLY 8 TYPICAL EMITTER PLACEMENT & SCHEDULE 9 DRIP FLUSH CAP ASSEMBLY NOTE: FOR SPRINKLERS OVER 5 GPM USE PREFABRICATED PVC SWING JOINT [B] [A] [C] [D] [E] [A]FINISH GRADE [B]SPRINKLER HEAD: AS CALLED OUT IN LEGEND [C]SWING JOIN: 1/2-INCH FLEX TUBING WITH LASCO SWING JOINT FITTINGS [D]SERVICE TEE OR ELL [E]LATERAL PIPE 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 8 UNIT (A) TOWNHOMES - OPTION A MATERIAL LEGEND STUCCO PAVESTONE - SW 7642 LAP SIDING ROYCROFT PEWTER - SW 2848 MANUFACTURED STONE BALA LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO SPARE WHITE - SW 6203 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 MANUFACTURED STONE VENEER LAP SIDING STUCCO STUCCO STUCCO CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINT LAP SIDING ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ESTATE GRAY 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: TOWNHOMES - 8 UNIT (A) SHEET NO. A 1.0 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH MANUFACTURED STONE VENEER 8' - 6 " 4 12 8:12 PITCH STUCCO STUCCO LAP SIDING 4 12 4 12 8:12 PITCH 8:12 PITCH 8:12 PITCH STUCCO STUCCO LAP SIDING 4:12 PITCH 4:12 PITCH 2 1/2 :12 PITCH 2 1/2:12 PITCH 2 1/2 :12 PITCH 8 12 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO CONTROL JOINT 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 8 12 4:12 PITCH 8:12 PITCH 20 ' 9 " 37 ' - 0 " 29 ' - 1 0 " 4:12 PITCH NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 8 UNIT (B) TOWNHOMES - OPTION A 20 ' 9 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 MANUFACTURED STONE VENEER STUCCO STUCCO STUCCO CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINT CONTROL JOINT LAP SIDING ARCHITECTURAL SHINGLES 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: TOWNHOMES - 8 UNIT (B) SHEET NO. A 1.1 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH MANUFACTURED STONE VENEER 8' - 6 " 37 ' - 0 " 29 ' - 1 0 " 4 12 8:12 PITCH STUCCO STUCCO MANUFACTURED STONE VENEER 4 12 4 12 8:12 PITCH 8:12 PITCH 8:12 PITCH STUCCO STUCCO 4:12 PITCH 4:12 PITCH 2 1/2 :12 PITCH 2 1/2:12 PITCH 2 1/2 :12 PITCH8 12 8 12 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO CONTROL JOINT 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 29 ' - 1 0 " NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. LAP SIDING MATERIAL LEGEND STUCCO PAVESTONE - SW 7642 LAP SIDING ROYCROFT PEWTER - SW 2848 MANUFACTURED STONE BALA LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO SPARE WHITE - SW 6203 ARCHITECTURAL SHINGLES ESTATE GRAY ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 MANUFACTURED STONE VENEER STUCCO STUCCO STUCCO CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINTCONTROL JOINT LAP SIDING ARCHITECTURAL SHINGLES 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: TOWNHOMES - 6 UNIT (A) SHEET NO. A 1.2 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH MANUFACTURED STONE VENEER 8' - 6 " 8:12 PITCH STUCCO STUCCO MANUFACTURED STONE VENEER 4 12 8:12 PITCH 8:12 PITCH 8:12 PITCH STUCCO STUCCO 4:12 PITCH 4:12 PITCH 2 1/2:12 PITCH2 1/2 :12 PITCH 8 12 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO CONTROL JOINT 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 4:12 PITCH 4:12 PITCH 20 ' 9 " 37 ' - 0 " 29 ' - 1 0 " 6 UNIT (A) TOWNHOMES - OPTION B NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. LAP SIDING MATERIAL LEGEND STUCCO ARGOS - SW 7065 LAP SIDING FOGGY DAY - SW 6235 MANUFACTURED STONE PIONEER WESTERN LEDGE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO SPARE WHITE - SW 6203 ARCHITECTURAL SHINGLES ESTATE GRAY 4 12 ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 MANUFACTURED STONE VENEER STUCCO STUCCO STUCCO CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINT CONTROL JOINT LAP SIDING ARCHITECTURAL SHINGLES 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: TOWNHOMES - 6 UNIT (B) SHEET NO. A 1.3 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH MANUFACTURED STONE VENEER 8' - 6 " 8:12 PITCH STUCCO STUCCO MANUFACTURED STONE VENEER 8:12 PITCH 8:12 PITCH STUCCO MANUFACTURED STONE VENEER 4:12 PITCH 2 1/2:12 PITCH2 1/2 :12 PITCH 8 12 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 4:12 PITCH 37 ' - 0 " 29 ' - 1 0 " 6 UNIT (B) TOWNHOMES - OPTION C 4:12 PITCH4:12 PITCH4:12 PITCH 4:12 PITCH MATERIAL LEGEND STUCCO MUDSLIDE - SW 9113 LAP SIDING WHITE HERON - SW 7627 MANUFACTURED STONE WINTER SKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO AMAZING GRAY - SW 7044 ARCHITECTURAL SHINGLES ESTATE GRAY NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 5 UNIT TOWNHOMES - OPTION C MATERIAL LEGEND STUCCO MUDSLIDE - SW 9113 LAP SIDING WHITE HERON - SW 7627 MANUFACTURED STONE WINTER SKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO AMAZING GRAY - SW 7044 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 STUCCO STUCCO CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINT CONTROL JOINT ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ESTATE GRAY 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: TOWNHOMES- 5 UNIT SHEET NO. A 1.4 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH LAP SIDING 8' - 6 " 4 12 8:12 PITCH STUCCO LAP SIDING 8:12 PITCH 8:12 PITCH STUCCO MANUFACTURED STONE VENEER 4:12 PITCH 2 1/2 :12 PITCH 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 8 12 4:12 PITCH 20 ' 9 " 37 ' - 0 " 29 ' - 1 0 " NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" MATERIAL LEGEND STUCCO ARGOS - SW 7065 LAP SIDING FOGGY DAY - SW 6235 MANUFACTURED STONE PIONEER WESTERN LEDGE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO SPARE WHITE - SW 6203 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 8:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4 12 4 124 12 MANUFACTURED STONE VENEER STUCCO STUCCO ARCHITECTURAL SHINGLES CONTROL JOINT LAP SIDING ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ESTATE GRAY 1' - 2 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 07.17.24 DRAWN BY: JM SHEET NAME: TOWNHOMES - 9 UNIT SHEET NO. A 1.5 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH MANUFACTURED STONE VENEER 8' - 6 " 8:12 PITCH LAP SIDING STUCCO MANUFACTURED STONE VENEER 8:12 PITCH 8:12 PITCH STUCCO MANUFACTURED STONE VENEER 4:12 PITCH 4:12 PITCH 2 1/2:12 PITCH2 1/2 :12 PITCH8 12 8 12 8 12 8 12 STUCCOLAP SIDING STUCCO 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 9' 1 1 / 8 " 1' - 2 3 / 4 " 9' - 1 1 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 1' - 2 3 / 4 " 8' - 6 " 4:12 PITCH 4:12 PITCH 37 ' - 0 " 29 ' - 1 0 " 9 UNIT TOWNHOMES - OPTION B 4:12 PITCH4:12 PITCH4:12 PITCH NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. LAP SIDING LAP SIDING MUDSLIDE - SW 9113 ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 4 UNIT BROWNSTONES - FRONT - OPTION A Scale: 1/8" = 1'-0"2 4 UNIT BROWNSTONES - LEFT - OPTION A Scale: 1/8" = 1'-0" 3 4 UNIT BROWNSTONES - REAR - OPTION A Scale: 1/8" = 1'-0"4 4 UNIT BROWNSTONES - RIGHT - OPTION A Scale: 1/8" = 1'-0" MATERIAL LEGEND STUCCO FELTED WOOL - S.W. 9171 BOARD AND BATTEN SIDING SKYLINE STEEL- S.W. 1015 MANUFACTURED STONE CARBONDALE THIN BRICK - SUNSET STONE NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES - ONYX STANDING SEAM METAL ROOF - SLATE POSTS, BRACKETS, BEAMS - S.W. 7069 IRON ORE TRIM (RAKES, FASCIA, SOFFIT) - S.W. 7069 IRON ORE WINDOWS - BLACK GARAGE DOOR - S.W. 9171 FELTED WOOL 29 ' - 1 1 " ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 29 ' - 6 7 / 8 " 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 4 12 6 12 6 12 6 12 4 12 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 WOOD BRACKET 6x6 WOOD POST 6x6 WOOD POST MTL. RAILING STUCCO (ACCENT) SLOPED MANUF. BRICK CAP STUCCO BOARD & BATTEN SIDING THIN BRICK VENEER 6 12 6 12 4 12 4 12 4:12 PITCH 4:12 PITCH WOOD BRACKETS SLOPED MANUF. BRICK CAP THIN BRICK VENEER STUCCO (ACCENT) WOOD BRACKET 6x6 WOOD POST 6x6 WOOD POST MTL. RAILING 4:12 PITCH4:12 PITCH 4:12 PITCH BOARD & BATTEN SIDING STANDING SEAM METAL ROOF WOOD BRACKETS MTL. RAILING BALCONY STUCCO THIN BRICK VENEER WOOD BRACKETS MTL. RAILING WOOD BALCONY ARCHITECTURAL SHINGLES 6:12 PITCH 4:12 PITCH 6:12 PITCH 5" GUTTER ON 1x8 FASCIA 4 12 4 12 4 12 4:12 PITCHWOOD BRACKETS STANDING SEAM METAL ROOF MTL. RAILING OVERHEAD DOOR THIN BRICK VENEER WOOD BALCONY SLOPED MANUF. BRICK CAP WOOD BRACKETS STUCCO (ACCENT) 5" GUTTER ON 1x8 FASCIA BOARD & BATTEN SIDING STUCCO STUCCO ARCHITECTURAL SHINGLES 4 12 4 12 4 12 4:12 PITCH 4:12 PITCH 4:12 PITCH MTL. RAILING 6x6 WOOD POST THIN BRICK VENEER 6x6 WOOD POST WOOD BRACKET BOARD & BATTEN SIDING BOARD & BATTEN SIDING STUCCO STANDING SEAM METAL ROOF WOOD BRACKETS STUCCO (ACCENT) THIN BRICK VENEER STUCCO 6x6 WOOD POST WOOD BALCONY SLOPED MANUF. BRICK CAP MTL. RAILING 6:12 PITCH 6:12 PITCH 6:12 PITCH UNIT NUMBER 4 UNIT BROWNSTONE - OPTION A DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: BROWNSTONES- 4 UNIT SHEET NO. A 2.0 39 ' - 1 1 " NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. FI N A L D E V E L O P M E N T P L A N 07.17.24 MATERIAL LEGEND STUCCO WHITE HERON - S.W. 7627 BOARD AND BATTEN SIDING FELTED WOOL - S.W. 9171 MANUFACTURED STONE COLORADO CREAM COBBLESTONE - SUNSET STONE NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES - ONYX STANDING SEAM METAL ROOF - SLATE POSTS, BRACKETS, BEAMS - S.W. 7069 IRON ORE TRIM (RAKES, FASCIA, SOFFIT) - S.W. 7069 IRON ORE WINDOWS - BLACK GARAGE DOOR - S.W. 9171 FELTED WOOL 1 5 UNIT BROWNSTONES - FRONT - OPTION B Scale: 1/8" = 1'-0"2 5 UNIT BROWNSTONES - LEFT - OPTION B Scale: 1/8" = 1'-0" 4 5 UNIT BROWNSTONES - REAR - OPTION B Scale: 1/8" = 1'-0"3 5 UNIT BROWNSTONES - RIGHT - OPTION B Scale: 1/8" = 1'-0" 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 29 ' - 6 7 / 8 " 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 6x6 WOOD POST STUCCO MTL. RAILING MTL. RAILING WOOD BRACKETS WOOD BALCONY BOARD & BATTEN SIDING STUCCO 6:12 PITCH STANDING SEAM METAL ROOF 1x4 OVER 1x8 RAKE 6X6 WOOD POST WOOD BALCONY SLOPED MANUF. STONE CAP MANUF. STONE VENEER 4 12 4 12 6 12 6 12 6 12 4 12 4 12 6 12 6 12 6 12 6:12 PITCH BOARD & BATTEN SIDING STUCCO STANDING SEAM METAL ROOF WOOD BRACKETS WOOD BALCONY MTL. RAILING WOOD BRACKETS WOOD BALCONY SLOPED MANUF. STONE CAP MANUF. STONE VENEER 6x6 WOOD POST STUCCO MTL. RAILING 6x6 WOOD POST 4:12 PITCH 4:12 PITCH 4:12 PITCH 6:12 PITCH 6:12 PITCH MANUF. STONE VENEER OVERHEAD DOOR OVERHEAD DOORMANUF. STONE VENEER BOARD & BATTEN SIDING BOARD & BATTEN SIDINGCONTROL JOINT STUCCO ARCHITECTURAL SHINGLES 5" GUTTER ON 1x8 FASCIA 5" GUTTER ON 1x8 FASCIA STANDING SEAM METAL ROOF 6x6 WOOD POST MTL. RAILING MANUF. STONE VENEER 6x6 WOOD POST 5" GUTTER ON 1x8 FASCIA BOARD & BATTEN SIDING 6x6 WOOD POST MTL. RAILING 6x6 WOOD POST 6x6 WOOD POST STUCCO 4:12 PITCH4:12 PITCH4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 6:12 PITCH6:12 PITCH 6:12 PITCH6:12 PITCH 5" GUTTER ON 1x8 FASCIA STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 5" GUTTER ON 1x8 FASCIA CONTROL JOINT STUCCO 6x6 WOOD POST MANUF. STONE VENEER MANUF. STONE VENEER MANUF. STONE VENNER UNIT NUMBER 5 UNIT BROWNSTONE - OPTION B DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: BROWNSTONES- 5 UNIT SHEET NO. A 2.1 ARCHITECTURAL SHINGLES 29 ' - 1 1 " NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 MATERIAL LEGEND STUCCO WHITE HERON - S.W. 7627 BOARD AND BATTEN SIDING FELTED WOOL - S.W. 9171 MANUFACTURED STONE WINTER SKY COBBLESTONE' - SUNSET STONE NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES - ONYX STANDING SEAM METAL ROOF - SLATE POSTS, BRACKETS, BEAMS - S.W. 7069 IRON ORE TRIM (RAKES, FASCIA, SOFFIT) - S.W. 7069 IRON ORE WINDOWS - BLACK GARAGE DOOR - S.W. 9171 FELTED WOOL LAPSIDING IRON ORE - SW 7069 1 5 UNIT BROWNSTONES - FRONT - OPTION C Scale: 1/8" = 1'-0"2 5 UNIT BROWNSTONES - LEFT - OPTION C Scale: 1/8" = 1'-0" 3 5 UNIT BROWNSTONES - REAR - OPTION C Scale: 1/8" = 1'-0"4 5 UNIT BROWNSTONES - RIGHT - OPTION C Scale: 1/8" = 1'-0" 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 29 ' - 6 7 / 8 " 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 4 12 4 12 6 12 6 12 SLOPED MANUF. STONE CAP MANUF. STONE VENEER 6:12 PITCH STUCCO 6x6 WOOD POST WOOD BALCONY 6x6 WOOD POST & BRACKET MTL. RAILING STUCCO (ACCENT) WOOD BRACKETS MTL. RAILINGS SLOPED MANUF. STONE CAP SLOPED MANUF. STONE CAP 1x4 OVER 1x8 RAKE WOOD BRACKETS MTL. RAILING WOOD BALCONY 6:12 PITCH STUCCO (ACCENT) LAP SIDING 1x4 OVER 1x8 RAKE METAL RAILING WOOD BALCONY 6:12 PITCH 3:12 PITCH STUCCO (ACCENT) BOARD & BATTEN SIDING 1x4 OVER 1x8 RAKE WOOD BRACKETS METAL RAILING WOOD BALCONY 6:12 PITCH 3:12 PITCH 3:12 PITCH BOARD & BATTEN SIDING 6:12 PITCH LAP SIDING STUCCO 6x6 WOOD POST WOOD BALCONY 6x6 WOOD POST WOOD BRACKET 4 12 4 12 6 12 6 12 4 12 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 6:12 PITCH 6:12 PITCH 6:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH WOOD BRACKETS STUCCO (ACCENT) MTL. RAILING SLOPED MANUF. STONE CAP OVERHEAD DOOR MANUF. STONE VENEER OVERHEAD DOOR BOARD & BATTEN SIDING STANDING SEAM METAL ROOFING WOOD BRACKETS MTL. RAILING 5" GUTTER ON 1x8 FASCIA 5" GUTTER ON 1x8 FASCIA 5" GUTTER ON 1x8 FASCIA STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF BOARD & BATTEN SIDING LAP SIDING LAP SIDING STUCCO (ACCENT) WOOD BALCONY WOOD BRACKETS MTL. RAILING 6x6 WOOD POST MANUF. STONE VENEER WOOD BRACKETS WOOD BALCONY LAP SIDING 4:12 PITCH 4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 6:12 PITCH 6:12 PITCH 6:12 PITCH ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES 4:12 PITCH4:12 PITCH STUCCO WOOD BRACKETS BOARD & BATTEN SIDING BOARD & BATTEN SIDING 5" GUTTER ON 1x8 FASCIA UNIT NUMBER STUCCO 5" GUTTER ON 1x8 FASCIA 6x6 WOOD POST MTL. RAILING WOOD BALCONY MANUF. STONE VENEERSLOPED MANUF. STONE CAP 6x6 WOOD POST LAP SIDING LAP SIDINGMANUF. STONE VENEER WOOD BALCONY MTL. RAILING MTL. RAILING 6:12 PITCH 6:12 PITCH 6:12 PITCH 3 123 12 5 UNIT BROWNSTONE - OPTION C 29 ' - 1 1 " STANDING SEAM METAL ROOF DRAWING RELEASE LOG JOB NO. DATE 716721 12.06.23 DRAWN BY: JM SHEET NAME: BROWNSTONES- 5 UNIT SHEET NO. A 2.2 NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 MATERIAL LEGEND STUCCO WHITE HERON - S.W. 7627 BOARD AND BATTEN SIDING SKYLINE STEEL - S.W. 1015 MANUFACTURED STONE WINTER SKY COBBLESTONE' - SUNSET STONE NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES - ONYX STANDING SEAM METAL ROOF - SLATE POSTS, BRACKETS, BEAMS - S.W. 7069 IRON ORE TRIM (RAKES, FASCIA, SOFFIT) - S.W. 7069 IRON ORE WINDOWS - BLACK GARAGE DOOR - S.W. 9171 FELTED WOOL LAPSIDING IRON ORE - SW 7069 1 6 UNIT BROWNSTONES - FRONT - OPTION C Scale: 1/8" = 1'-0"2 6 UNIT BROWNSTONES - LEFT - OPTION C Scale: 1/8" = 1'-0" 3 6 UNIT BROWNSTONES - REAR - OPTION C Scale: 1/8" = 1'-0"4 6 UNIT BROWNSTONES - RIGHT - OPTION C Scale: 1/8" = 1'-0" 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 29 ' - 6 7 / 8 " 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 39 ' - 1 1 " 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 8' - 7 1 / 8 " 3RD FLR. PLATE LN. 4 12 4 12 6 12 6 12 SLOPED MANUF. STONE CAP MANUF. STONE VENEER 6:12 PITCH STUCCO 6x6 WOOD POST WOOD BALCONY 6x6 WOOD POST & BRACKET MTL. RAILING STUCCO (ACCENT) WOOD BRACKETS MTL. RAILINGS SLOPED MANUF. STONE CAP SLOPED MANUF. STONE CAP 1x4 OVER 1x8 RAKE WOOD BRACKETS MTL. RAILING WOOD BALCONY 6:12 PITCH STUCCO (ACCENT) LAP SIDING 1x4 OVER 1x8 RAKE METAL RAILING WOOD BALCONY 6:12 PITCH 3:12 PITCH STUCCO (ACCENT) BOARD & BATTEN SIDING 1x4 OVER 1x8 RAKE WOOD BRACKETS METAL RAILING WOOD BALCONY 6:12 PITCH 3:12 PITCH 3:12 PITCH BOARD & BATTEN SIDING 6:12 PITCH LAP SIDING STUCCO 6x6 WOOD POST WOOD BALCONY 6x6 WOOD POST WOOD BRACKET 4 12 4 12 6 12 6 12 4 12 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF 6:12 PITCH 6:12 PITCH 6:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH WOOD BRACKETS STUCCO (ACCENT) MTL. RAILING SLOPED MANUF. STONE CAP MANUF. STONE VENEER OVERHEAD DOOR MANUF. STONE VENEER OVERHEAD DOOR BOARD & BATTEN SIDING BOARD & BATTEN SIDING STANDING SEAM METAL ROOF STANDING SEAM METAL ROOFING WOOD BRACKETS MTL. RAILING STUCCO (ACCENT) 5" GUTTER ON 1x8 FASCIA5" GUTTER ON 1x8 FASCIA 5" GUTTER ON 1x8 FASCIA STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF BOARD & BATTEN SIDING LAP SIDINGLAP SIDING STUCCO (ACCENT)WOOD BALCONY WOOD BALCONY WOOD BRACKETS MTL. RAILING 6x6 WOOD POST MANUF. STONE VENEER WOOD BRACKETS WOOD BALCONY LAP SIDING 4:12 PITCH 4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 4:12 PITCH 6:12 PITCH 6:12 PITCH 6:12 PITCH ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES 4:12 PITCH4:12 PITCH STUCCO WOOD BRACKETS BOARD & BATTEN SIDING BOARD & BATTEN SIDING 5" GUTTER ON 1x8 FASCIA UNIT NUMBER STUCCO 5" GUTTER ON 1x8 FASCIA 6x6 WOOD POST MTL. RAILING WOOD BALCONY MANUF. STONE VENEER SLOPED MANUF. STONE CAP 6x6 WOOD POST LAP SIDING LAP SIDINGMANUF. STONE VENEER WOOD BALCONY MTL. RAILING MTL. RAILING 6:12 PITCH 6:12 PITCH 6:12 PITCH 6:12 PITCH 3 12 3 12 MANUF. STONE VENEER 6 UNIT BROWNSTONE - OPTION C 29 ' - 1 1 " STANDING SEAM METAL ROOF DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: BROWNSTONES- 6 UNIT SHEET NO. A 2.3 NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADJUST RAILING AS REQUIRED FOR ALTERNATE SIDEWALK LOCATION - SEE SITE PLAN - TYP. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 3 UNIT BROWNSTONES - FRONT - LIVE/WORK Scale: 1/8" = 1'-0"2 3 UNIT BROWNSTONES - LEFT - LIVE/WORK Scale: 1/8" = 1'-0" 4 3 UNIT BROWNSTONES - REAR - LIVE/WORK Scale: 1/8" = 1'-0"4 3 UNIT BROWNSTONES - RIGHT - LIVE/WORK Scale: 1/8" = 1'-0" MATERIAL LEGEND STUCCO WHITE HERON - S.W. 7627 BOARD AND BATTEN SIDING FELTED WOOL - S.W. 9171 MANUFACTURED STONE COLORADO CREAM COBBLESTONE - SUNSET STONE NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES - ONYX STANDING SEAM METAL ROOF - SLATE POSTS, BRACKETS, BEAMS - S.W. 7069 IRON ORE TRIM (RAKES, FASCIA, SOFFIT) - S.W. 7069 IRON ORE WINDOWS - BLACK GARAGE DOOR - S.W. 9171 FELTED WOOL 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 39 ' - 1 1 " + / - 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR. 6 12 6 12 4 124 12 6:12 PITCH 6:12 PITCH WOOD BALCONY SLOPED MANUF. STONE CAP MANUF. STONE VENEER STANDING SEAM METAL ROOF WOOD BRACKETS 6x6 WOOD POST WOOD BALCONY MTL. RAILING STUCCO 6x6 WOOD POST 6 12 6 12 4 12 4 12 6:12 PITCH6:12 PITCH 6:12 PITCH 4 12 STUCCO BOARD & BATTEN SIDING STANDING SEAM METAL ROOFWOOD BRACKETS METAL RAILING WOOD BALCONY 1x4 OVER 1x8 RAKE STUCCO (ACCENT) ARCHITECTURAL SHINGLES BOARD & BATTEN SIDING MTL. RAILING MANUF. STONE VENEER OVERHEAD DOOR MTL. RAILING 4:12 PITCH 4:12 PITCH 6:12 PITCH6:12 PITCH 4:12 PITCH 6:12 PITCH6:12 PITCH 4:12 PITCH 4:12 PITCH4:12 PITCH 4:12 PITCH 4:12 PITCH 6x6 WOOD POST 3 UNIT LIVE-WORK BROWNSTONE DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: BROWNSTONES- 3 UNIT LIVE / WORK SHEET NO. A 2.4 3RD FLR. SUBFLR. 9' - 1 1 / 8 " 3RD FLR. PLATE LN.3RD FLR. PLATE LN. 9' - 1 1 / 8 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 8 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR.3RD FLR. SUBFLR. 9' - 1 1 / 8 " 3RD FLR. PLATE LN.3RD FLR. PLATE LN. 9' - 1 1 / 4 " 1' - 4 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 9' - 1 1 / 4 " 2ND FLR. PLATE LN. 1' - 4 3 / 4 " 3RD FLR. SUBFLR.3RD FLR. SUBFLR. 9' - 1 1 / 4 " 3RD FLR. PLATE LN.3RD FLR. PLATE LN. 9' - 1 1 / 8 " 3RD FLR. PLATE LN. 39 ' - 1 1 " + / - 4 12 CONTROL JOINT WOOD BRACKETS STANDNG SEAM METAL ROOF WOOD BALCONY STUCCO 5"GUTTER ON 1x8 FASCIA ARCHITECTURAL SHINGLES MANUF. STONE VENEER MTL. RAILING 6X6 WOOD POST WOOD BALCONY STUCCO STANDING SEAM METAL ROOF UNIT NUMBER WOOD BALCONY STUCCO BOARD & BATTEN SIDING 5" GUTTER ON 1X8 FASCIA WOOD BALCONY 6X6 WOOD POST MTL. RAILING 6X6 WOOD POST STUCCO BOARD & BATTEN SIDING WOOD BALCONY STANDING SEAM METAL ROOF WOOD BRACKETS METAL RAILING 6x6 WOOD POST STUCCO MTL. RAILING WOOD BALCONY 6x6 WOOD POST MANUF. STONE VENEER SLOPED MANUF. STONE CAP WOOD BALCONY MTL. RAILINGS WOOD BRACKETS STANDING SEAM METAL ROOF 4 12 1x4 OVER 1x8 RAKE NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADDRESS NUMBERS. 8" TALL MINIMUM. ADDRESS NUMBERS. 8" TALL MINIMUM. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 32 UNIT APARTMENTS - OPTION A 29 ' 1 1 " 39 ' - 6 " MATERIAL LEGEND STUCCO SKYLINE STEEL - SW 1015 LAP SIDING SERIOUS GRAY- SW 6256 MANUFACTURED STONE WINTERSKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO PAVESTONE - SW 7642 9' 1 1 / 8 " 1' - 4 3 / 4 " 9' - 2 5 / 8 " 9' - 2 5 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 9' 1 1 / 8 " 1' - 4 3 / 4 " 9' - 2 5 / 8 " 9' - 2 5 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 3:12 PITCH 3:12 PITCH3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH3:12 PITCH3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH3:12 PITCH 3:12 PITCH3:12 PITCH 2:12 PITCH 2:12 PITCH 3 12 3 123 12 3 12 3 12 3 12 3 12 3 12 WOOD BRACKETS MANUFACTURED STONE LAP SIDING STANDING SEAM METAL ROOF MTL. RAILING STUCCO STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STUCCO STUCCO (ACCENT) BUILDING NUMBER CONTROL JOINT ARCHITECTURAL SHINGLES CONTROL JOINT CONTROL JOINT LAP SIDING LAP SIDING BUILDING NUMBER ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ESTATE GRAY 1' - 4 3 / 4 " 1' - 4 3 / 4 " DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 32 UNIT SHEET NO. A 3.0 NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. 5 ROOF PLAN Scale: 1/16" = 1'-0" AC CONDENSING UNITS (SCREENED BY PARAPETS) AC CONDENSING UNITS (SCREENED BY PARAPETS) 8" TALL MIN. 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 3 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 2 RIGHT ELEVATION Scale: 1/8" = 1'-0" 32 UNIT APARTMENTS - OPTION B 29 ' 1 1 " 39 ' - 6 " 9' 1 1 / 8 " 1' - 4 3 / 4 " 9' - 2 5 / 8 " 9' - 2 5 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 9' 1 1 / 8 " 1' - 4 3 / 4 " 9' - 2 5 / 8 " 9' - 2 5 / 8 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 5:12 PITCH 5:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 2:12 PITCH 2:12 PITCH 2:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 29 ' 1 1 " 39 ' - 6 " MATERIAL LEGEND STUCCO SNOWBOUND - SW 7004 LAP SIDING NETWORK GRAY - SW 7073 MANUFACTURED STONE BALA LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - IRON ORE - SW 7069 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO ARGOS - SW 7065 LAP SIDING STANDING SEAM METAL ROOF MTL. RAILING STUCCO STANDING SEAM METAL ROOF STUCCO STANDING SEAM METAL ROOF BUILDING NUMBER CONTROL JOINT STUCCO (ACCENT) BUILDING NUMBER CONTROL JOINT STUCCO (ACCENT) CONTROL JOINT LAP SIDING LAP SIDING STUCCO STUCCO ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES STANDING SEAM METAL ROOF 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 2:12 PITCH STANDING SEAM METAL ROOF 2:12 PITCH ARCHITECTURAL SHINGLES ESTATE GRAY MANUFACTURED STONE 1' - 4 3 / 4 " 1' - 4 3 / 4 " BUILDING NUMBER STUCCO DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 32 UNIT SHEET NO. A 3.1 SUSPENDED CANOPY NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. 8" TALL MIN. 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 49 UNIT SHEET NO. A 4.01 FRONT ELEVATION Scale: 1/8" = 1'-0" 2 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 3 RIGHT ELEVATION Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION A MATERIAL LEGEND STUCCO PAVESTONE - SW 7642 LAP SIDING SERIOUS GRAY- SW 6256 MANUFACTURED STONE WINTERSKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. STUCCO SKYLINE STEEL - SW 1015 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 4TH FLR. PLATE LINE 4TH FLR. SUBFLR. ROOF DECK 9' - 1 1 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 4TH FLR. PLATE LINE 4TH FLR. SUBFLR. ROOF DECK 9' - 1 1 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 4TH FLR. PLATE LINE 4TH FLR. SUBFLR. ROOF DECK 9' - 1 1 / 8 " 5:12 PITCH 5:12 PITCH 5:12 PITCH5:12 PITCH5:12 PITCH5:12 PITCH 5 12 5 12 5 12 5 12 5 12 5 12 5 125 12 5 12 5 12 50 ' - 9 " 5 1 / 2 " 50 ' - 9 " LAP SIDING STANDING SEAM METAL ROOF MTL. RAILING STUCCO STUCCO MANUFACTURED STONE STUCCO BUILDING NUMBER BUILDING NUMBER ARCHITECTURAL SHINGLES LAP SIDING MTL. RAILING STUCCO STUCCO BUILDING NUMBER LAP SIDING STUCCO STUCCOLAP SIDING CONTROL JOINT CONTROL JOINT STUCCO (ACCENT) CONTROL JOINT STUCCO (ACCENT) MANUFACTURED STONE VENEER LAP SIDING ARCHITECTURAL SHINGLES ESTATE GRAY STANDING SEAM METAL ROOF MTL. RAILING STUCCO CONTROL JOINT STUCCO (ACCENT) LAP SIDING AWNING W/ WOOD BRACKETS MANUFACTURED STONE VENEER MANUFACTURED STONE VENEER MANUFACTURED STONE VENEER NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. 8" TALL MIN.8" TALL MIN. ADDRESS NUMBERS 8" TALL MIN. 1234 ADDRESS NUMBERS 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 2 LEFT ELEVATION Scale: 1/8" = 1'-0" 4 REAR ELEVATION Scale: 1/8" = 1'-0" 3 RIGHT ELEVATION Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION B 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 9' - 2 5 / 8 " 1' - 6 3 / 4 " 1ST FLR. SLAB 1ST FLR PLATE LINE 2ND FLR. PLATE LINE 2ND FLR. SUBFLR. 3ND FLR. SUBFLR. 3RD FLR. PLATE LINE 4TH FLR. PLATE LINE 4TH FLR. SUBFLR. ROOF DECK 9' - 1 1 / 8 " 49 ' - 6 " MATERIAL LEGEND STUCCO SPARE WHITE - SW 7603 LAP SIDING ROYCROFT PEWTER - SW 2848 MANUFACTURED STONE VENEER BALA LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - IRON ORE - SW 7069 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. FIBER CEMENT PANEL PAVESTONE - SW 7642 LAP SIDING MTL. RAILING STUCCO STUCCO MANUFACTURED STONE VENEER STUCCOFIBER CEMENT PANEL FIBER CEMENT PANEL BUILDING NUMBER LAP SIDING STUCCO FIBER CEMENT PANEL LAP SIDING STUCCO FIBER CEMENT PANEL BUILDING NUMBER CONTROL JOINT CONTROL JOINT CONTROL JOINT MANUFACTURED STONE VENEER MANUFACTURED STONE VENEERSUSPENDED CANOPY FIBER CEMENT PANEL DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 49 UNIT SHEET NO. A 4.1 49 ' - 2 " 49 ' - 6 " NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 2 LEFT ELEVATION Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION B MTL. RAILING MANUFACTURED STONE VENEERSUSPENDED CANOPY FIBER CEMENT PANEL 49 ' - 2 " 49 ' - 6 " 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 2 LEFT ELEVATION Scale: 1/8" = 1'-0"3 RIGHT ELEVATION Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION B MTL. RAILING MANUFACTURED STONE VENEERSUSPENDED CANOPY FIBER CEMENT PANEL 49 ' - 2 " 49 ' - 6 " 1 FRONT ELEVATION Scale: 1/8" = 1'-0" 2 LEFT ELEVATION Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION B MTL. RAILING MANUFACTURED STONE VENEERSUSPENDED CANOPY FIBER CEMENT PANEL 49 ' - 2 " 49 ' - 6 " 8" TALL MIN.8" TALL MIN. ADDRESS NUMBERS 8" TALL MIN. 1234 ADDRESS NUMBERS 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 49 UNIT SHEET NO. A 4.2 1 PARTIAL FOURTH FLOOR PLAN Scale: 1/8" = 1'-0" 49 UNIT APARTMENTS - OPTION A & B ROOF ROOF ROOF UNIT BALCONY COMMON CORRIDOR ROOF ACCESS COMMON TERRACE ROOF UNIT UNIT UNIT ROOFROOF ROOF ROOF UNIT BALCONY COMMON CORRIDOR COMMON TERRACE ROOF UNIT UNIT UNIT ROOF UNIT WALL BELOW UNIT WALL BELOW UNIT UNIT UNIT WALL BELOW UNIT WALL BELOW UNIT WALL BELOW 2 ROOF PLAN Scale: 1/16" = 1'-0" AC CONDENSING UNITS (SCREENED BY PARAPETS) 23'-4"23'-4" 13'-4"13'-4" FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION - OPTION A Scale: 1/8" = 1'-0"2 LEFT ELEVATION - OPTION A Scale: 1/8" = 1'-0" 3 REAR ELEVATION - OPTION A Scale: 1/8" = 1'-0"4 RIGHT ELEVATION - OPTION A Scale: 1/8" = 1'-0" 5 FRONT ELEVATION - OPTION A Scale: 1/8" = 1'-0" 7 LEFT ELEVATION - OPTION A Scale: 1/8" = 1'-0" 8 REAR ELEVATION - OPTION A Scale: 1/8" = 1'-0" 4 UNIT APARTMENTS OVER GARAGES - OPTION A 5 BAY GARAGES - OPTION A 9' - 1 1 / 8 " 1' - 2 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 10 ' - 1 1 / 8 " 2ND FLR. PLATE LN. 27 ' - 8 " 12 5 5:12 PITCH 5:12 PITCH 5:12 PITCH 12 5 5:12 PITCH 5:12 PITCH 5:12 PITCH T/ PLATE 5:12 PITCH5:12 PITCH 5:12 PITCH 12 5 12 5 5:12 PITCH5:12 PITCH 5:12 PITCH 12 5 12 5 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH 9' - 1 1 / 8 " 1' - 2 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 10 ' - 1 1 / 8 " 2ND FLR. PLATE LN. 21 ' 7 1 / 2 " 6 RIGHT ELEVATION - OPTION A Scale: 1/8" = 1'-0" ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES STUCCO LAP SIDING MANUFACTURED STONE VENEER MANUFACTURED STONE VENEERSTUCCO LAP SIDING MANUFACTURED STONE VENEER METAL RAILING DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 4 UNIT OVER GARAGE SHEET NO. A 5.0 LAP SIDING T/ PLATE 9' - 1 1 / 8 " T/ CURB 9' - 1 1 / 8 " T/ CURB NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. MATERIAL LEGEND STUCCO SKYLINE STEEL - SW 1015 LAP SIDING SERIOUS GRAY- SW 6256 MANUFACTURED STONE WINTERSKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. ARCHITECTURAL SHINGLES ESTATE GRAY T/ PLATE 5:12 PITCH5:12 PITCH 5:12 PITCH LAP SIDING MANUFACTURED STONE VENEER 9' - 1 1 / 8 " T/ CURB ADDRESS NUMBERS 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 FRONT ELEVATION - OPTION B Scale: 1/8" = 1'-0"2 LEFT ELEVATION - OPTION B Scale: 1/8" = 1'-0" 3 REAR ELEVATION - OPTION B Scale: 1/8" = 1'-0"4 RIGHT ELEVATION - OPTION B Scale: 1/8" = 1'-0" 5 FRONT ELEVATION - OPTION B Scale: 1/8" = 1'-0" 7 LEFT ELEVATION - OPTION B Scale: 1/8" = 1'-0" 8 REAR ELEVATION - OPTION B Scale: 1/8" = 1'-0" 4 UNIT APARTMENTS OVER GARAGES - OPTION B 5 BAY GARAGES - OPTION B 9' - 1 1 / 8 " 1' - 2 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 10 ' - 1 1 / 8 " 2ND FLR. PLATE LN. 27 ' - 8 " 12 5 12 5 5:12 PITCH 5:12 PITCH 5:12 PITCH 12 5 12 5 5:12 PITCH 5:12 PITCH 5:12 PITCH 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH5:12 PITCH 5:12 PITCH12 5 12 5 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH5:12 PITCH 5:12 PITCH 12 5 12 5 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH 9' - 1 1 / 8 " T/ CURB T/ PLATE 5:12 PITCH 9' - 1 1 / 8 " 1' - 2 3 / 4 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 10 ' - 1 1 / 8 " 2ND FLR. PLATE LN. 21 ' 7 1 / 2 " 6 RIGHT ELEVATION - OPTION B Scale: 1/8" = 1'-0" MATERIAL LEGEND STUCCO DRIFT OF MIST - SW 9166 LAP SIDING RETREAT - SW 6207 TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. MANUFACTURED STONE VENEER BALA LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY ARCHITECTURAL SHINGLES ESTATE GRAY ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES STUCCO LAP SIDING MANUFACTURED STONE VENEER MANUFACTURED STONE VENEERLAP SIDING LAP SIDING MANUFACTURED STONE VENEER METAL RAILING DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- 4 UNIT OVER GARAGE SHEET NO. A 5.1 STUCCO NOTE: ROOFS TO BE ENGINEERED FOR FUTURE INSTALLATION OF SOLAR PANELS. COORDINATE SOLAR PANEL LOCATIONS AND REQUIREMENTS WITH SOLAR ENGINEER. ADDRESS NUMBERS 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 SOUTH ELEVATION Scale: 1/8" = 1'-0" 4 EAST ELEVATION Scale: 1/8" = 1'-0"3 NORTH ELEVATION Scale: 1/8" = 1'-0" APARTMENT CLUBHOUSE 2 WEST ELEVATION Scale: 1/8" = 1'-0" BIKE SHED 5 SOUTH ELEVATION Scale: 1/8" = 1'-0"6 WEST ELEVATION Scale: 1/8" = 1'-0" 7 NORTH ELEVATION Scale: 1/8" = 1'-0"8 EAST ELEVATION Scale: 1/8" = 1'-0" MATERIAL LEGEND DECORATIVE PERFORATED METAL PANEL STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. MATERIAL LEGEND LAP SIDING PAVESTONE - SW 7642 LAP SIDING SERIOUS GRAY- SW 6256 MANUFACTURED STONE WINTERSKY LIMESTONE - SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK STUCCO SKYLINE STEEL - SW 1015 4 12 2 12 4:12 PITCH 4 12 4:12 PITCH 4:12 PITCH 4:12 PITCH 4 12 4:12 PITCH 4 12 4 12 4:12 PITCH 4:12 PITCH 2:12 PITCH 2 12 15 ' - 0 " 15 ' - 0 " 10 ' - 1 1 / 8 " T/SLAB TYP. PLATE LINE 10 ' - 1 1 / 8 " T/SLAB TYP. PLATE LINE 2' - 0 " FITNESS PLATE LINE 24 ' - 6 " 10 ' - 1 1 / 8 " T/SLAB TYP. PLATE LINE 10 ' - 1 1 / 8 " 10 ' - 1 1 / 8 " 2' - 0 " T/SLAB TYP. PLATE LINE FITNESS PLATE LINE 24 ' - 6 " APARTMENT CLUBHOUSE 4" 6' - 0 " 6' - 4 " BIKE SHED STANDING SEAM METAL ROOF MANUFACTURED STONE VENEER STUCCO MANUFACTURED STONE VENEER LAP SIDING LAP SIDING LAP SIDING COMPOSITION SHINGLES ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES CONTROL JOINT CONTROL JOINT LAP SIDING METAL STRUCTURE CANOPY DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: APARTMENTS- CLUBHOUSE SHEET NO. A 6.0 10 ' - 0 " 10 ' - 0 " 1'-8" 10'-8" 1'-8" 14'-0" 3'-4" 5'-3" 3'-6" 10'-6" 3'-6" 5'-3" 9 TRASH/RECYCLING ENCLOSURE Scale: 1/8" = 1'-0" 10 TRASH/RECYCLING ENCLOSURE Scale: 1/8" = 1'-0" TRASH/RECYLCLING ENCLOSURE FRONTLEFTREARRIGHT FRONTLEFTREARRIGHT 4" 6' - 0 " 3:12 PITCH 5'-3" 3'-6" 5'-3" 2' - 0 " MI N . 1'-8"10'-8"1'-8" 2' - 0 " MI N . 10'-8" CONCRETE PAD AND APRON CONCRETE PAD AND APRON 4 YARD TRASH 4 YARD TRASH 4 YARD RECYCLE 4 YARD RECYCLE 4 YARD TRASH 4 YARD TRASH 28'-0" 1234 1234 ADDRESS NUMBERS 8" TALL MIN. FI N A L D E V E L O P M E N T P L A N 07.17.24 1 EAST ELEVATION Scale: 1/8" = 1'-0" 3 SOUTH ELEVATION Scale: 1/8" = 1'-0" 4 WEST ELEVATION Scale: 1/8" = 1'-0" 2 NORTH ELEVATION Scale: 1/8" = 1'-0" SOUTH OFFICE BUILDING 12 ' - 0 " 18 " 12 ' - 0 " 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. T/PLATE T/PLATE 34 ' - 0 " 4:12 PITCH 12 4 12 4 MATERIAL LEGEND STUCCO SNOWBOUND- SW 7004 MANUFACTURED STONE LAVON GREY- SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. SIMULATED WOOD SIDING THIN BRICK CAVALRY GRAY- GENERAL SHALE LAP SIDING SERIOUS GRAY- SW 6256 THIN BRICK MANUFACTURED STONE VENEER SIMULATED WOOD SIDING STUCCO LAP SIDING MANUFACTURED STONE VENEER SIMULATED WOOD SIDING SIMULATED WOOD SIDING CONTROL JOINT STANDING SEAM METAL ROOF THIN BRICK THIN BRICK STUCCO LAP SIDING CONTROL JOINT MANUFACTURED STONE VENEER SIMULATED WOOD SIDING SUSPENDED CANOPY 12 ' - 0 " 18 " 12 ' - 0 " 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. T/PLATE T/PLATE DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: OFFICE BUILDING SHEET NO. A 7.0 12 ' - 0 " 18 " 12 ' - 0 " 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. T/PLATE T/PLATE SUSPENDED CANOPY 31 ' - 4 " ADDRESS NUMBERS 8" TALL MIN. 1234 FI N A L D E V E L O P M E N T P L A N 07.17.24 1 SOUTH ELEVATION Scale: 1/8" = 1'-0" 4 EAST ELEVATION Scale: 1/8" = 1'-0"3 NORTH ELEVATION Scale: 1/8" = 1'-0" NORTH OFFICE BUILDING 2 WEST ELEVATION Scale: 1/8" = 1'-0" 5 FRONT - SOUTH ELEVATION Scale: 1/8" = 1'-0" 8 SIDE - EAST / WEST ELEVATION Scale: 1/8" = 1'-0"7 REAR - NORTH ELEVATION Scale: 1/8" = 1'-0" 6 SIDE - EAST / WEST ELEVATION Scale: 1/8" = 1'-0" MIXED-USE BUILDING MATERIAL LEGEND STUCCO SNOWBOUND- SW 7004 MANUFACTURED STONE VENEER LAVON GREY- SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. SIMULATED WOOD SIDING THIN BRICK CAVALRY GRAY- GENERAL SHALE MATERIAL LEGEND STUCCO SNOWBOUND- SW 7004 MANUFACTURED STONE VENEER LAVON GREY- SUNSET STONE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. SIMULATED WOOD SIDING THIN BRICK CAVALRY GRAY- GENERAL SHALE LAP SIDING SERIOUS GRAY- SW 6256 12 ' 1' - 4 3 / 4 " 9' - 2 5 / 8 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. 12 ' 1' - 4 3 / 4 " 9' - 2 5 / 8 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. T/PLATE T/PLATE 6:12 PITCH 12 3 6:12 PITCH 6:12 PITCH 12 6 12 6 6:12 PITCH 12 ' 1' - 4 3 / 4 " 9' - 2 5 / 8 " 1ST FLR. PLATE LN. 1ST FLR. SUBFLR. 2ND FLR. SUBFLR. T/PLATE 3:12 PITCH 12 4 12 3 12 4 33 ' - 4 " 28 ' - 0 " 22 ' - 6 " 32 ' - 7 1 / 4 " SIMULATED WOOD SIDING STUCCO STUCCO SIMULATED WOOD SIDING SIMULATED WOOD SIDING THIN BRICK MANUFACTURED STONE VENEER STANDING SEAM METAL ROOF THIN BRICK MANUFACTURED STONE VENEER SIMULATED WOOD SIDING THIN BRICK SIMULATED WOOD SIDING STUCCO THIN BRICK THIN STONE VENEER SIMULATED WOOD SIDINGSTUCCO LAP SIDING MANUFACTURED STONE VENEER STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF ARCHITECTURAL SHINGLES CONTROL JOINT MANUFACTURED STONE VENEER LAP SIDING SUSPENDED CANOPY DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: OFFICE BUILDING/ MIXED USE BUILDING SHEET NO. A 7.1 ADDRESS NUMBERS 8" TALL MIN. 1234 FI N A L D E V E L O P M E N T P L A N 07.17.24 1 SOUTH ELEVATION Scale: 1/8" = 1'-0" 4 EAST ELEVATION Scale: 1/8" = 1'-0"3 NORTH ELEVATION Scale: 1/8" = 1'-0" DAYCARE BUILDING 2 WEST ELEVATION Scale: 1/8" = 1'-0" MATERIAL LEGEND STUCCO CARRINGTON BEIGE - BM HC-93 LAP SIDING ROYCROFT PEWTER- SW 2848 THIN BRICK FULL RANGE SEMI SMOOTH - GENERAL SHALE STANDING SEAM METAL SLATE GRAY TRIM - PEPPERCORN - SW 7674 WINDOWS - BLACK NOTE: ALL BUILDING MOUNTED UTILITIES AND EQUIPMENT (INCLUDING GAS METERS) ARE TO BE PAINTED TO MATCH THE ADJACENT BUILDING FINISH. NOTE: WITH THE EXCEPTION OF THE DECORATIVE LANTERNS, ALL LIGHTING SHALL BE FULL CUT-OFF FIXTURES MOUNTED IN FULL CUT-OFF POSITION. 23 ' - 4 " 16 ' - 1 1 " 12 ' - 0 " 1ST FLR. SUBFLR. T/PLATE 15 ' - 4 " 12 3 12 3 12 3 3:12 PITCH 3:12 PITCH 12 3 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH LAP SIDING SPARE WHITE - SW 6203 SIMULATED WOOD SIDING STUCCO STANDING SEAM METAL ROOF STUCCO LAP SIDING SIMULATED WOOD SIDING SIMULATED WOOD SIDING LAP SIDING THIN BRICK ARCHITECTURAL SHINGLES DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: DAYCARE BUILDING/ CLOCKTOWER SHEET NO. A 7.2 6 CLOCK TOWER - OPTION 2 Scale: 1/8" = 1'-0" 5 CLOCK TOWER - OPTION 1 Scale: 1/8" = 1'-0" FRONT LEFT RIGHT REAR 24 ' - 2 " STANDING SEAM METAL ROOF THIN BRICK VENEER MANUFACTURED STONE VENEER FRONT LEFT RIGHT REAR STANDING SEAM METAL ROOF 32 ' - 1 0 " STUCCO THIN BRICK VENEER MANUFACTURED STONE VENEER OPEN TO BEYOND 11'-0" 13'-0"13'-0" 3:12 PITCH 3:12 11'-0" OPEN TO BEYOND THIN BRICK THIN BRICK STANDING SEAM METAL ROOF CONTROL JOINT 12 ' - 0 " 1ST FLR. SUBFLR. T/PLATE ADDRESS NUMBERS 8" TALL MIN. 1234 FI N A L D E V E L O P M E N T P L A N 07.17.24 Mid-Day Sun 2 Hours Before Sunset2 Hours After Sunrise Sp r i n g E q u i n o x Ma r c h 2 0 2 3 Su m m e r S o l s t i c e Ju n e 2 0 2 3 Fa l l E q u i n o x Se p t e m b e r 2 0 2 3 Wi n t e r S o l s t i c e De c e m b e r 2 0 2 3 March 20th - 9:07AM March 20th - 1:07PM March 20th - 5:07PM June 21st - 7:34AM June 21st - 1:32PM June 21st - 5:29PM September 23rd - 8:53AM September 23rd - 12:52PM September 23rd - 4:51PM December 21st - 10:24AM December 21st - 12:58PM December 21st - 3:31PM DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: SITE SHADOW STUDY SHEET NO. SS 1.0SHADOW STUDY AS1OITGA E S2 GEWT UNI O N PAR K 41 0 5 Z I E G L E R R D . FO R T C O L L I N S , C O L O R A D O FI N A L D E V E L O P M E N T P L A N FDP SUBMITTAL - 01 04.10.2024 06.17.24'J'06.17.2407.03.24 FDP SUBMITTAL - 01 04.10.2024 FDP SUBMITTAL - 01 04.10.202407.17.202402 -J-! 07.17.24 North Property Boundary December 21st: 9am - 3pm December 21st - 9:00AM December 21st - 12:00PM December 21st - 3:00PM DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: SITE SHADOW STUDY SHEET NO. SS 1.1SHADOW STUDY AS1OITGA E S2 GEWT UNI O N PAR K 41 0 5 Z I E G L E R R D . FO R T C O L L I N S , C O L O R A D O FI N A L D E V E L O P M E N T P L A N FDP SUBMITTAL - 01 04.10.2024 06.17.24'J'06.17.2407.03.24 FDP SUBMITTAL - 01 04.10.2024 FDP SUBMITTAL - 01 04.10.202407.17.202402 -J-! 07.17.24 North Property Boundary November 1st: 9am - 3pm November 1st - 9:00AM November 1st - 12:00PM November 1st - 3:00PM DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: SITE SHADOW STUDY SHEET NO. SS 1.2SHADOW STUDY AS1OITGA E S2 GEWT UNI O N PAR K 41 0 5 Z I E G L E R R D . FO R T C O L L I N S , C O L O R A D O FI N A L D E V E L O P M E N T P L A N FDP SUBMITTAL - 01 04.10.2024 06.17.24'J'06.17.2407.03.24 FDP SUBMITTAL - 01 04.10.2024 FDP SUBMITTAL - 01 04.10.202407.17.202402 -J-! 07.17.24 North Property Boundary February 1st: 9am - 3pm February 1st - 9:00AM February 1st - 12:00PM February 1st - 3:00PM DRAWING RELEASE LOG JOB NO. DATE 716721 04.10.24 DRAWN BY: JM SHEET NAME: SITE SHADOW STUDY SHEET NO. SS 1.3SHADOW STUDY AS1OITGA E S2 GEWT UNI O N PAR K 41 0 5 Z I E G L E R R D . FO R T C O L L I N S , C O L O R A D O FI N A L D E V E L O P M E N T P L A N FDP SUBMITTAL - 01 04.10.2024 06.17.24'J'06.17.2407.03.24 FDP SUBMITTAL - 01 04.10.2024 FDP SUBMITTAL - 01 04.10.202407.17.202402 -J-! 07.17.24 UPUP UPUP UPUP UPUP UPUP CO R B E T T D R I V E ZI E G L E R R O A D (R O W V A R I E S ) KINGSLEY COURT NEWBURY COURT HARRINGTON COURT 1 4/10/24 FDP Submittal-01 - - - - - - - - - - - - STAMP H: \ L \ L a n d m a r k H o m e s \ C O , F o r t C o l l i n s - L M H 1 0 - U n i o n P a r k \ 0 L I T E \ 2 - P l a n \ L M H 1 0 _ 0 1 - L I G H T I N G P L A N . d w g - Ji m G a l l o w a y - 7/ 1 5 / 2 0 2 4 Init.#Issue / DescriptionDate THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT Date: Drawn By: Project No: Checked By: FI N A L D E V E L O P M E N T P L A N UN I O N P A R K 41 0 5 Z I E G L E R R O A D FO R T C O L L I N S , C O 8 0 5 2 5 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill 2 7/17/2024 FDP Submittal-02 SCALE: 1"=100' 0 50 10020 LMH011 JMG JDH JULY 17, 2024 OVERALL PHOTOMETRIC PLAN 01 S & D SHEET 02 SHEET 03 B P REFER TO SHEET 04 FOR BUILDING FIXTURE INFORMATION UPUP UPUP CO R B E T T D R I V E 1 4/10/24 FDP Submittal-01 - - - - - - - - - - - - STAMP H: \ L \ L a n d m a r k H o m e s \ C O , F o r t C o l l i n s - L M H 1 0 - U n i o n P a r k \ 0 L I T E \ 2 - P l a n \ L M H 1 0 _ 0 1 - L I G H T I N G P L A N . d w g - Ji m G a l l o w a y - 7/ 1 5 / 2 0 2 4 Init.#Issue / DescriptionDate THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT Date: Drawn By: Project No: Checked By: FI N A L D E V E L O P M E N T P L A N UN I O N P A R K 41 0 5 Z I E G L E R R O A D FO R T C O L L I N S , C O 8 0 5 2 5 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill 2 7/17/2024 FDP Submittal-02 LMH011 JMG JTH JULY 17, 2024 PHOTOMETRIC PLAN 02 SCALE: 1"=40' 0 20 40 MA T C H L I N E S H E E T 0 3 UPUP UPUP UPUP SCALE: 1"=40' 0 20 40 1 4/10/24 FDP Submittal-01 - - - - - - - - - - - - STAMP H: \ L \ L a n d m a r k H o m e s \ C O , F o r t C o l l i n s - L M H 1 0 - U n i o n P a r k \ 0 L I T E \ 2 - P l a n \ L M H 1 0 _ 0 1 - L I G H T I N G P L A N . d w g - Ji m G a l l o w a y - 7/ 1 5 / 2 0 2 4 Init.#Issue / DescriptionDate THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT Date: Drawn By: Project No: Checked By: FI N A L D E V E L O P M E N T P L A N UN I O N P A R K 41 0 5 Z I E G L E R R O A D FO R T C O L L I N S , C O 8 0 5 2 5 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill 2 7/17/2024 FDP Submittal-02 LMH011 JMG JTH JULY 17,2024 PHOTOMETRIC PLAN 03 MA T C H L I N E S H E E T 0 2 UPUP 1 4/10/24 FDP Submittal-01 - - - - - - - - - - - - STAMP H: \ L \ L a n d m a r k H o m e s \ C O , F o r t C o l l i n s - L M H 1 0 - U n i o n P a r k \ 0 L I T E \ 2 - P l a n \ L M H 1 0 _ 0 1 - L I G H T I N G P L A N . d w g - Ji m G a l l o w a y - 7/ 1 5 / 2 0 2 4 Init.#Issue / DescriptionDate THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT Date: Drawn By: Project No: Checked By: FI N A L D E V E L O P M E N T P L A N UN I O N P A R K 41 0 5 Z I E G L E R R O A D FO R T C O L L I N S , C O 8 0 5 2 5 5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884 GallowayUS.com 6341 Fairgrounds Ave, Suite 100 Windsor, Colorado 80550 (970) 460-0567 CONTACT: Jason Sherrill 2 7/17/2024 FDP Submittal-02 LMH010 JMG JTH JULY 17, 2024 BUILDING FIXTURE DETAILS 04 WP1 WP2 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP2 WP1 WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP2WP2WP2WP2 WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP 1 WP 1 WP 1 WP 1 WP2WP2WP2WP2WP2WP2WP2WP2WP2 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP2 WP1 8-UNIT TOWNHOUSE (2 SIDE DOORS) 6-UNIT TOWNHOUSE (SIDE DOOR) 9-UNIT TOWNHOUSE 5-UNIT BROWNSTONE 6-UNIT BROWNSTONE 4-UNIT BROWNSTONE 4-UNIT LOFT WITH 8-CAR GARAGES 49-UNIT APARTMENT 32-UNIT APARTMENT 3-UNIT LIVE/WORK BROWNSTONE 2-STORY MIXED USE 5-CAR GARAGES WP1 WP1 WP1 WP1 WP1WP1 WP1 WP1WP1