HomeMy WebLinkAboutUNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 3 - Site, Landscape & Elevations Plans4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 12 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
LS 11 PARK ENLARGEMENTS
H1 - H2 HYDROZONE PLAN
IR 0 OVERALL IRRIGATION METERS AND
METHODS
IR 1-6 PRELIMINARY IRRIGATION PLANS
IR 7 IRRIGATION DETAILS
IR 8 IRRIGATION SCHEDULES
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 - SOUTH OFFICE BUILDING
A7.1 - NORTH OFFICE BUILDING AND MIXED-USE BUILDING
A7.2 - DAYCARE BUILDING AND CLOCKTOWER
SS 1.0 - SITE SHADOW STUDY
SS 1.1 - SITE SHADOW STUDY - DECEMBER 31ST
SS 1.2 - SITE SHADOW STUDY - NOVEMBER 1ST
SS 1.3 - SITE SHADOW STUDY - FEBRUARY 1ST
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____.
JAR PLUS 3 LLC, A COLORADO LIMITED LIABILITY COMPANY
BY: ______________________________________________
MIKE RICE, MANAGER
NOTARIAL CERTIFICATE:
STATE OF _______________)
) ss.
COUNTY OF _____________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS _______ DAY OF _________________________, 20______,
BY MIKE RICE.
___________________________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES: ______________
[SEAL]
Jason Sherrill, Manager
Mike Rice, Manager
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 EIGHT INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A
PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
18.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
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____.
LRR INVESTMENTS, LLC, A COLORADO LIMITED LIABILITY
COMPANY
BY: ______________________________________________
MIKE RICE, MANAGER
NOTARIAL CERTIFICATE:
STATE OF _______________)
) ss.
COUNTY OF _____________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS _______ DAY OF _________________________, 20______,
BY MIKE RICE.
___________________________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES: ______________
[SEAL]
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____.
ZIEGLER ENT LLC, A COLORADO LIMITED LIABILITY COMPANY
BY: ______________________________________________
JASON SHERRILL, MANAGER
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]
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____.
ZIEGLER 1924B LLC, A COLORADO LIMITED LIABILITY COMPANY
BY: ______________________________________________
MIKE RICE, MANAGER
NOTARIAL CERTIFICATE:
STATE OF _______________)
) ss.
COUNTY OF _____________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS _______ DAY OF _________________________, 20______,
BY MIKE RICE.
___________________________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES: ______________
[SEAL]
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
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
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
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST 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
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
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
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
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
ND
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
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
DO NOT POLLUTEDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
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
ED
M
O
N
D
S
R
D
.
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
ED
M
O
N
D
S
R
D
.
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
ED
M
O
N
D
S
R
D
.
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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
ED
M
O
N
D
S
R
D
.
TRACT A
TRACT B
TR
A
C
T
C
TRACT G
ED
M
O
N
D
S
R
D
.
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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
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
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 2
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PROPERTY LINE
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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NYLOPLAST DUCTILE IRON
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NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
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NYLOPLASTDUCTILE IRON
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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
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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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
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DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
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HERITAGE HILL PLACE
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 3
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4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
30'0 60'45'NORTH
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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
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
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DUCTILE IRON
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NYLOPLAST
Day Care
LOT C3
LOT C1
LOT C2
BLOCK 25
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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
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DSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
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DSDSDS
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DS
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DSDSDS
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DS
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DS
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DSDSDS
DS
DS
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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
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DS
DS
DS
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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
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DSDS
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DS DSDS
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ZIE
G
L
E
R
R
O
A
D
(R
O
W
V
A
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I
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S
)
IN
F
A
N
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R
Y
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UNION PARK AVENUE
IN
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FORT SUMTER WAY
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FORT SUMTER WAY
FORTITUDE LANE
ZIE
G
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(R
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)
GOLDEN GROVE DRIVE
UN
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P
A
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K
A
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U
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BL
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C
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A
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LO
C
O
M
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IR
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CITADEL PLACE
HERITAGE HILL PLACE
ED
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ED
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 4
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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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
ED
M
O
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D
S
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.
FORT SUMTER WAY
UN
I
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P
A
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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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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
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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
DS DSDS
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UPUP
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UPUP
DSDSDSDSDSDSDSDSDSDS
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UPUP
DSDSDSDSDSDS
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DSDSDSDS
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UPUP
DSDSDSDSDSDS
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ZIE
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)
IN
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UNION PARK AVENUE
IN
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FORT SUMTER WAY
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FORT SUMTER WAY
FORTITUDE LANE
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GOLDEN GROVE DRIVE
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CITADEL PLACE
HERITAGE HILL PLACE
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.
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 5
MA
T
C
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S
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6
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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UPUP
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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
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FORT SUMTER WAY
ED
M
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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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
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UNION PARK AVENUE
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CITADEL PLACE
HERITAGE HILL PLACE
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 6
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4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
30'0 60'45'NORTH
MATCH LINE SHEET SP3
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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
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UCTILEIRON
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YLOPLAST
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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
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YLOPLAST
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UCTILEIRON
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YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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YLOPLAST
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UCTILEIRON
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UCTILEIRON
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UCTILEIRON
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YLOPLAST
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UCTILEIRON
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YLOPLAST
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UCTILEIRON
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YLOPLAST
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POLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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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
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Detention
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
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ESMT
EXCLUSION
EE AG5 EE G5
LOT
MU1
LOT
MU2
BLOCK 26
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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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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
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
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
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OWNER: ENGLISH RANCH SOUTH HOA#20050066116
Union Park - Site Plan
Site Plan
SP 7
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
DRAINSTO
WATERWAYS
D
N
D
YLOPLAST
ONOT
POLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOT
POLLUTE
UCTILEIRON
DRAINS TOWATERWAYS
UP
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UP
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TRACT M
D
N
D
YLOPLAST
O
NOT
POLLUTE
UCTILE
IRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOT
POLLUTE
UCTILEIRON
DRAINS TOWATERWAYS
N
D
YLOPLAST
O
NOT
POLLUTE
EIRON
DRAINS TO
UP
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UP
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TRACT K
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILE
IRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
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IRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
BLOCK 29
LOT R1
TRACT N
D
N
D
YLOPLAST
ONOT
POLLUTE
UCTILEIRON
DRAINS
TO
WATERWAYS
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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
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LOT C3
IN
F
A
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D
R
I
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D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
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D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
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IRON
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LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
BLOCK 7
BL
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E
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DO NOT POLLUTE DRAINS TO WATERWAYS
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D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
DO NOT POLLUTEDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
LOT 1 LOT 2 LOT 3
BLOCK 18
BLOCK 19
TR
A
C
T
C
Pocket Parks
SP 9
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
12"
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
7516"
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 DETAIL 01 - Synthetic Turf For Lawns
Total Quantity: Per Plan - Details and Engineering provided by manufacturer
1.CONTRACTOR TO OBTAIN ALL
INSTALLATION AND STRUCTURAL
INFORMATION OR DRAWINGS
FROM TURF 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 TURF
PRODUCT AND ASSOCIATED
INSTALLATION INFORMATION /
DETAILS FOR OWNER'S REVIEW
AND APPROVAL PRIOR TO
ORDERING.
4.COORDINATE FINAL LAYOUT OF
ALL TURF AREAS WITH OWNER
PRIOR TO FINAL INSTALLATION.
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 NOTES:
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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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
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BLDG A2
ESMT
EXCLUSION
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BLDG A10
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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
PADDIN
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NEWBURG COURT HARRINGTON COURT
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PROPOSED
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LID CHAMBER
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NEWBURY COURT HARRINGTON COURT
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DS DS
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DS DS
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POOL
DETENTION
AREA
DETENTION
AREA
UNION PARK AVENUE
UNION PARK AVENUE
FORTITUDE LANE
FORT SUMTER WAY
GOLDEN GROVE DRIVE
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MONUMENT SIGN
WOOD MULCH IN SHRUB BED
MONUMENT SIGN
WOOD MULCH IN SHRUB BED
15' UE
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. B:
1-INCH, 20 GPM
P.O.C. D:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
P.O.C. E:
0.75-INCH, 12 GPM
6.0'
SYMBOL DESCRIPTION
01 GROUND COVER
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
REFERENCE NOTES SCHEDULE OVERALL ALL SHRUB BEDS TO RECEIVE A
MINIMUM 2"-3" DEPTH ROCK COBBLE
ENGINEERED WOOD FIBER
ARTIFICIAL TURF
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
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FORTITUDE LANE
GOLDEN GROVE DRIVE
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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
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
PAC - 1 PIF - 1
3 - PPB
3 - PP
1 - QS
2 - QW
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
5 - QW
PN - 3
1 - LLC
PN - 3LLC - 1
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
2 - PP
2 - PPO
3 - QMC
2 - PLW
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM
1 - LLC
C
C
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KINGSLEY COURT
NEWBURY COURT HARRINGTON COURT
DS DSDS
DS
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DSDS
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DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
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DSDS
DS
DS
DS
DS
DS DSDS
DS
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DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
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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
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DS DS
DS
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DSDSDS
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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
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
BOLLARD LIGHT
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
ED
M
O
N
D
S
R
D
.
TR
A
C
T
C
TRACT D
ED
M
O
N
D
S
R
D
.
PROPOSED
STORMTECH
LID CHAMBER
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
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
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON NYLOPLAST 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
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
DRAINSTOWATERWAYSD
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
DO NOT POLLUTEDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
2 - QS3 - PAE
2 - PM
3 - PP
2 - PPB PPB - 3
BTM - 1
2 - QW
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 - AGFMRR - 1
UA - 1
QS - 2
1 - RCA
MRR - 1
1 - SPC
2 - RCA
PAC - 1
SPC - 1
1 - QS
1 - QS
2 - CS
3 - GDE
MT - 2
1 - QB 2 - UA
5 - SR
MRR - 1
QMC - 1 P.O.C. B:
1-INCH, 20 GPM
1 - PAE
2 - QS
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
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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 DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST 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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DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTEDDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
DDONOTPOLLUTERAINSTOWATERWAYSDUCTILEIRONNYLOPLAST
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
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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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DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTEUCTILEIRONDRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DDUCTILEIRONRAINSTOWATERWAYSNYLOPLASTDONOTPOLLUTE
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DO NOT POLLUTEDRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
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SYMBOL DESCRIPTION
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
Landscape Plan
Landscape Plan
LS 3
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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
Site Legend
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
A
BIKE RACK (3 SPACES)
EASEMENT LINE
PROPERTY LINE
TRANSFORMER
STREET LIGHT
RIGHT-OF-WAY LINE
STEEL EDGER
FIRE HYDRANT
SIGNAGE
BOLLARD LIGHT
irr turf
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DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
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DUCTILEIRON
NYLOPLAST
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DUCTILEIRON
NYLOPLAST
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RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
24' EAE
24' EAE
3 - UA 2 - QS
QS - 1
4 - ASG
CCI - 2
UNION PARK AVENUE
2 - QMC
RCA - 1
1 - PHL
1 - GDE
SR - 1
1 - QS
MT - 2
JSS - 2
2 - QB
QS - 1
2 - QB
QMC - 1
2 - MRR 4 - AGF
15' UE
PN - 2
QMC - 2
1 - LLC
3 - QS
1 - ASG
QB - 1
1 - SPC
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. E:
0.75-INCH, 12 GPM
3 - CS
2 - UA
1 - BTM
2 - QB
3 - QMC
2 - PAE
5 - JSS
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KINGSLEY COURT
NEWBURY COURT HARRINGTON COURT
PARCEL 2
168,990 sq. ft.
3.879 acres
PARCEL 1
1,194,857 sq. ft.
27.430 acres
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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
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 DETAIL 4 ON SHEET SP11
Landscape Legend
PROPOSED
OFFICE BUILDING
Site Legend
PLAYGROUND
AREA
30'0 60'45'NORTH
40' LIGHT POLE SEPARATION
(CANOPY TREES)
15' LIGHT POLE SEPARATION
(ORNAMENTAL TREES)
BIKE RACK (3 SPACES)
EASEMENT LINE
PROPERTY LINE
TRANSFORMER
STREET LIGHT
RIGHT-OF-WAY LINE
STEEL EDGER
FIRE HYDRANT
SIGNAGE
BOLLARD LIGHT
CO
R
B
E
T
T
D
R
I
V
E
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
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
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
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
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
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
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 - ASG
PAC - 1 PAC - 1
RCA - 1
2 - QS2 - 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
SPC - 2
2 - JW
JW - 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
RCA - 2
MONUMENT SIGN
WOOD MULCH IN SHRUB BED
MONUMENT SIGN
WOOD MULCH IN SHRUB BED
2 - JSS
2 - GB
1 - QS
1 - ASG
RCA - 1 QS - 1 1 - QS 1 - SR
UA - 1
QS - 1
1 - GB
1 - GDE
2 - ASG
3 - PAE
PAE - 3
1 - QS
4 - TAG
2 - JSS
3 - BAJ6 - BAJ
6 - BAJ
SPC - 1
JSS - 3
8 - BAJ
3 - PAC 2 - QMC
JW - 2
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. A:
1-INCH, 20 GPM
BAJ - 3
PIF - 2
QMC - 1
6 - BAJ
AAB - 1
1 - GB
1 - QW
1 - QW
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
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
Site Legend
6' CEDAR PRIVACY FENCE (FENCE TYPE 03)
REFER TO SHEET SP12 FOR DETAIL
RETAINING WALL
REFER TO DETAIL 4 ON SHEET SP10
BIKE RACKS
REFER TO DETAIL 6 ON SHEET LS10
FOR EDGER DETAILS WITH CRUSHER
FINES
EXISTING TREES (TYP.)
BIKE RACK (3 SPACES)
EASEMENT LINE
PROPERTY LINE
TRANSFORMER
STREET LIGHT
RIGHT-OF-WAY LINE
STEEL EDGER
FIRE HYDRANT
SIGNAGE
BOLLARD LIGHT
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
ED
M
O
N
D
S
R
D
.
TRACT L
TRACT K
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
26' EAE
26' EAE
26' EAE
26' EAE
2 - QS3 - PAE
QB - 1
MRR - 1
QB - 1
QMC - 1
GB - 4
QW - 2
4 - ASG
2 - QRF
SR - 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
MRR - 2
2 - JSS
2 - PIF
PIF - 1
RCA - 1
MRR - 1
PIF - 1
2 - QMC
MRR - 1
2 - SR
1 - UA
2 - SR
TAG - 1
RCA - 1
AAB - 1
QMC - 1
1 - QS
3 - CS
GB - 1
2 - JW
QS - 1
TAG - 2 1 - PHL
2 - JW JSS - 2
SPC - 2
1 - QMC
2 - JSS
MRR - 11 - ASG
3 - BAJBAJ - 3
P.O.C. D:
1-INCH, 20 GPM
QS - 1
2 - QB
2 - QB
2 - ASG
QW - 1
1 - QW 1 - GB
QW - 1
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
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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.)
Site Legend
6' CEDAR PRIVACY FENCE (TYP.)
REFER TO SHEET SP12 FOR DETAIL
BIKE RACK (3 SPACES)
EASEMENT LINE
PROPERTY LINE
TRANSFORMER
STREET LIGHT
RIGHT-OF-WAY LINE
STEEL EDGER
FIRE HYDRANT
SIGNAGE
BOLLARD LIGHT
BLDG A7
ESMT
EXCLUSION
EE AG5 EE G5
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
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
4 - ASG
5 - BTM
PBB - 3
3 - MRR
2 - PHL
CCI - 2
QW - 2
2 - PLW
FORT SUMTER WAY
1 - SR
MRR - 2
3 - JSS
1 - RCA
6 - AGF
1 - GDE
1 - QMC
3 - AGF
1 - PLW
PP - 1
1 - GDE
2 - JW
QW - 2
1 - QMC
6 - BAJ 3 - BAJ
AAB - 3
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
3 - CS
2 - QB
QW - 2
QW - 2
6.0'
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
01 GROUND COVER
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
SEE DETAIL 1 ON SHEET SP12
DETENTION BASIN MIX
SEE LANDSCAPE NOTES FOR APPROVED MIX
BUFFALO GRASS
CRUSHER FINES
REFERENCE NOTES SCHEDULE OVERALL
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
BAJ Juniperus scopulorum 'Blue Arrow'
Blue Arrow 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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 SP11
Site Legend
Landscape Legend
40' LIGHT POLE SEPARATION
(CANOPY TREES)
EXISTING SPEED LIMIT SIGN
6' CEDAR PRIVACY FENCE
REFER TO SHEET SP12 FOR DETAIL
PLEASE ENSURE 6-FT OF SEPARATION
BETWEEN ORNAMENTAL TREES AND
UTILITY LINES
15' LIGHT POLE SEPARATION
(ORNAMENTAL TREES)
BIKE RACKS (TYP.)
REFER TO DETAIL 6/LS10 FOR
CRUSHER FINES DETAIL
STEEL EDGER BETWEEN COBBLE
MULCH AND NATIVE GRASS (TYP.)
BUFFALO GRASS
SEED WTH WHITE CLOVER
BIKE RACK (3 SPACES)
EASEMENT LINE
PROPERTY LINE
TRANSFORMER
STREET LIGHT
RIGHT-OF-WAY LINE
STEEL EDGER
FIRE HYDRANT
SIGNAGE
BOLLARD LIGHT
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
6.0'
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 22 Acer saccharum `Green Mountain`
Green Mountain Sugar Maple 2.0" cal. BB 50`40`4%
CS 14 Catalpa speciosa
Western Catalpa 2.0" cal. BB 50`40`2%
GB 11 Ginkgo biloba 'Princeton Sentry'
Princeton Sentry Ginkgo 2.0" cal.BB 30`12`2%
GDE 27 Gymnocladus dioicus `Espresso`
Seedless Kentucky Coffeetree 2.0" cal. BB 60`50`5%
PAE 15 Platanus x acerifolia `Exclamation`
Exclamation Planetree 2.0" cal. BB 60`40`3%
JP 4 Populus deltoides 'Jeronimus'
Jeronimus Plains 2.0" cal. BB 60`50`<1%
LLC 4 Populus x acuminata
Lanceleaf Cottonwood 2.0" cal. BB 50`40`<1%
QB 22 Quercus buckleyi
Texas Red Oak 2.0" cal. BB 35`35`4%
QMC 39 Quercus muehlenbergii
Chinkapin Oak 2.0" cal. BB 50`50`7%
QRF 6 Quercus robur `Fastigiata`
Fastigiate English Oak 2.0" cal. BB 60`20`1%
QS 34 Quercus shumardii
Shummard Red Oak 2.0" cal. BB 60`40`6%
QW 29 Quercus x warei `Long` TM
Regal Prince Oak 2.0" cal. BB 45`15`5%
PLW 10 Salix amygdaloides
Peach Leaf Willow 2.0" cal. BB 40`30`2%
TAG 18 Tilia americana `Greenspire`
Greenspire Linden 2.0" cal. BB 40`30`3%
UA 31 Ulmus x `Accolade`
Accolade Elm 2.0" cal. BB 60`40`5%
EVERGREEN TREES
JSS 31 Juniperus scopulorum `Skyrocket`
Skyrocket Juniper 6` B&B 20`4`5%
JW 20 Juniperus scopulorum `Woodward`
Woodward Columnar Juniper 6` B&B 20`4`3%
BAJ 47 Juniperus scopulorum 'Blue Arrow'
Blue Arrow Juniper 1.5" cal. BB 15`2'8%
PAC 10 Picea abies `Cupressina`
Fastigiate Norway Spruce 6` B&B 25`6`2%
PP 11 Picea pungens
Colorado Spruce 6` B&B 70`30`1.7%
PBB 3 Picea pungens `Baby Blue Eyes`
Baby Blue Eyes Spruce 6` B&B 30`15`<1%
PPB 8 Picea pungens `Bakeri`
Bakeri Spruce 6` B&B 40`20`1%
PIF 11 Picea pungens `Iseli Fastigiate`
Iseli Fastigiate Spruce 6` B&B 15`6`4.5%
PHL 4 Pinus heldreichii leucodermis
Bosnian Pine 6` B&B 25`12`<1%
PM 13 Pinus monophylla
Piñon Pine 6` B&B 20`15`2%
PN 14 Pinus nigra
Austrian Pine 6` B&B 50`30`2%
PPO 4 Pinus ponderosa
Ponderosa Pine 6` B&B 70`45`<1%
ORNAMENTAL TREES
AGF 17 Acer ginnala `Flame`
Amur Maple 1.5" cal. BB 15`15`3%
BTM 7 Acer grandidentatum
Bigtooth Maple 1.5" cal. BB 25`25`1%
AAB 7
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`<1%
RCA 13 Malus x `Radiant`
Radiant Crab Apple 1.5" cal. BB 25`20`1.9%
MRR 24 Malus x `Royal Raindrops`
Royal Raindrops Crabapple 1.5" cal. BB 20`15`4%
MT 11 Malus x `Thunderchild`
Thunderchild Crab Apple 1.5" cal. BB 20`15`1.3%
SPC 13 Prunus x virginiana 'P002S'
Sucker Punch® Red Chokecherry 1.5" cal. BB 25`15`2%
SR 20 Syringa reticulata
Japanese Tree Lilac 1.5" cal. BB 25`20`3%
SYMBOL QTY BOTANICAL / COMMON NAME SIZE HEIGHT WIDTH
DECIDUOUS SHRUBS
12 Amelanchier alnifolia `Regent`
Regent Serviceberry 5 gal.6`6`
19 Aronia arbutifolia 'Brilliantissima'
Brilliant Red Chokeberry 5 gal.8`5`
104 Berberis thunbergii `Atropurpurea`
RED LEAF JAPANESE BARBERRY 5 gal.4`4`
169 Caryopteris x clandonensis `Dark Knight`
Blue Mist Spirea 5 gal.4`3`
80 Chrysothamnus viscidiflorus
Yellow Rabbitbrush 5 gal.3`2`
38 Cornus sericea `Arctic Fire`
Arctic Fire Dogwood 5 gal.4`4`
12 Cornus sericea `Isanti`
Isanti Dogwood 5 gal.5`6`
68 Euonymus alatus `Compactus`
Compact Burning Bush 5 gal.5`5`
1 Fallugia paradoxa
Apache Plume 5 gal.6`6`
113 Frangula alnus `Fine Line` TM
Tall Fernleaf Buckthorn 5 gal.7`3`
147 Perovskia atriplicifolia `Little Spire` TM
Little Spire Russian Sage 5 gal.3`3`
114
Philadelphus x virginalis `Dwarf
Snowflake`
Dwarf Snowflake Mockorange
5 gal.4`4`
74 Physocarpus opulifolius `Little Devil` TM
Little Devil Ninebark 5 gal.4`4`
37 Physocarpus opulifolius `Summer Wine`
Summer Wine Ninebark 5 gal.6`6`
165 Potentilla fruticosa `Mango Tango`
Mango Tango Potentilla 5 gal.3`3`
96 Potentilla fruticosa 'Gold Drop'
Gold Drop Bush Cinquefoil 5 gal.3`3`
18 Prunus besseyi `Pawnee Buttes`
Pawnee Buttes Sand Cherry 5 gal.2.5`6`
32 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`
47 Viburnum trilobum `Bailey Compact`
Compact American Cranberrybush 5 gal.4`4`
43 Viburnum x juddii
Judd Viburnum 5 gal.6`6`
37 Weigela florida Wine and Roses
Wine and Roses Weigela 5 gal.5`5`
EVERGREEN SHRUBS
125
Arctostaphylos uva-ursi `Woods
Compact`
Kinnikinnick
5 gal.3"4`
25 Arctostaphylos x coloradoensis
Panchito Manzanita 1 gal.15"3`
97 Euonymus fortunei `Canadale Gold`
Canadale Gold Euonymus 5 gal.3`4`
55 Juniperus horizontalis `Blue Chip`
Blue Chip Juniper 5 gal.
33 Juniperus sabina `Calgary Carpet` TM
Calgary Carpet Juniper 5 gal.1`5`
12 Mahonia aquifolium
Oregon Grape Holly 5 gal.5`3`
35 Picea abies `Pumila`
Dwarf Norway Spruce 5 gal.4`4`
GRASSES
299 Andropogon gerardii `Windwalker`
Windwalker Big Bluestem Grass 1 gal.6`2`
467 Bouteloua gracilis `Blonde Ambition`
Blonde Ambition Blue Grama 1 gal.2`2`
621 Calamagrostis acutiflora `Karl Forester
Feather Reed Grass 1 gal.5`2`
389 Calamagrostis x acutiflora `Overdam`
Varigated Feather Reed Grass 1 gal.3`2`
133 Deschampsia cespitosa
Tufted Hair Grass 1 gal.4`2`
111 Helictotrichon sempervirens
Blue Avena Grass 1 gal.3`2`
233 Miscanthus sinensis `Morning Light`
Morning Light Maiden Grass 1 gal.3`3`
350 Miscanthus sinensis `Purpurescens`
Flame (Purple Maiden) Grass 1 gal.4`3`
66 Miscanthus sinensis 'Little Nicky'
Little Nicki Dwarf Zebra Grass 1 gal.4`3`
368 Panicum virgatum 'Shenandoah'
Shenandoah Switch Grass 1 gal.4`3`
321 Pennisetum alopecuroides 'Hameln'
Hameln Fountain Grass 1 gal.2`2`
95 Pennisetum orientale `Karley Rose`
Pink Oriental Fountain Grass 1 gal.3`3`
416 Schizachyrium scoparium 'Blaze'
Blaze Little Bluestem 1 gal.4`3`
96 Sorghastrum nutans 'Indian Steel'
Indian Steel Indian Grass 1 gal.
PERENNIALS
128 Asclepias tuberosa
Butterfly Milkweed 1 gal.15"2`
122 Echinacea purpurea 'Bright Star'
Bright Star Purple Coneflower 1 gal.3`3`
126 Hemerocallis x 'Purple De Oro'
Purple De Oro Daylily 1 gal.2`2`
130 Hemerocallis x 'Stella de Oro'
Stella de Oro Daylily 1 gal.2`2`
16 Heuchera x 'Lime Ruffles'
Lime Ruffles Coral Bells 1 gal.1.5`1.5`
68 Lavandula angustifolia 'Wee One'
Wee One English Lavender 1 gal.10"12"
186 Rudbeckia hirta fulgida
Black-eyed Susan 1 gal.2`2`
42 Salvia daghestanica 'Platinum'
Dwarf Silver-leaf Sage 1 gal.1`1`
24 Salvia x 'Ultra Violet'
Ultra Violet Sage 1 gal.2`2`
40 Salvia x sylvestris 'May Night'
May Night Sage 1 gal.1.5`1.5`
SYMBOL QTY BOTANICAL / COMMON NAME SIZE
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
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
Plant Schedule
Plant Schedule and Details
LS 9
Shade Tree Requirements
TYPE
SHADE/CANOPY TREES
QUANTITY RATIO
EVERGREEN TREES
ORNAMENTAL TREES
286
176
116
TOTAL 578
50%
30%
20%
100%
DS
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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
FINISHED GRADE, MULCH OR TURF
STEEL EDGE ROLLED TOP BOTH SIDES
CRUSHER FINES
COMPACTED SUBGRADE PER SOILS REPORT
SOIL SEPARATOR FABRIC, TURN DOWN FABRIC AT
EDGE AND BURY AS SHOWN
SECTION
TOP OF CRUSHER FINES SHALL MEET TOP OF CURB
/ EDGER, TYPICAL
CRUSHER FINES DETAIL
NOT TO SCALE
6
TBG-L-04
Typical Paver Placement for Apartment Patios
Scale: NTS7
Note:
Paver layout is for conceptual
purpose only. Pavers will lead to
the patio gate opening. These
shall be field-adjusted if there are
any site amenity or landscape
conflicts.
DS
TRACT L
D
N
D
YLOPLAST
O
NOT
POLLUTE
UCTILEIRON
DRAINS TO
WATERWAYS
D
N
D
YLOPLAST
O
NOT
P
OL
LUTE
UCT
ILEIRON
DRAINS TO
WATERWA
Y
S
DS
DS
DS
DS
DS
DS
DS
DS
DS
UP
DS
DS
DS
DS
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
Park Enlargements
LS 11
Typical Paver Placement for Apartment Patios
Scale: NTS
Note:
Paver layout is for conceptual
purpose only. Pavers will lead to
the patio gate opening. These
shall be field-adjusted if there are
any site amenity or landscape
conflicts.
Neighborhood Park 'A' Enlargement
10'0 20'15'NORTH
Neighborhood Park 'B' Enlargement
10'0 20'15'NORTH
Pocket Park 'A' Enlargement
10'0 20'15'NORTH
Pocket Park 'B' Enlargement
10'0 20'15'NORTH
Pocket Park 'C' Enlargement
10'0 20'15'NORTH
Union Park Plaza Enlargement
10'0 20'15'NORTH
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
15' UE
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. B:
1-INCH, 20 GPM
P.O.C. D:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
P.O.C. E:
0.75-INCH, 12 GPM
CO
R
B
E
T
T
D
R
I
V
E
CO
R
B
E
T
T
D
R
I
V
E
FORTITUDE LANE
DETENTION
AREA
MODERATE WATER USE
(IRRIGATED TURF*)
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
SCALE 1" = 60'-0"
60'0 120'90'NORTH
Overall Hydrozone Plan
Overall Hydrozone Plan
H1
Hydrozone Legend
Hydrozone Table- Overall Development (ODP1)
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 28,001 SF 14 GAL/SF 392,014 GAL
(IRRIGATED TURF*)
50% MODERATE/21,350 SF 14 GAL/SF 298,900 GAL
50% LOW 21,350 SF 8 GAL/SF 170,800 GAL
(SHRUB BEDS)
LOW 1,870 SF 8 GAL/SF 14,960 GAL
(UPLAND SEED MIX)
VERY LOW 0 SF 3 GAL/SF 0 GAL
(DETENTION BASIN)
TOTAL / AVERAGE 72,571 SF 12.1 GAL/SF 876,674 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 (ODP2)
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
15' UE
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. B:
1-INCH, 20 GPM
P.O.C. D:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
P.O.C. E:
0.75-INCH, 12 GPM
CO
R
B
E
T
T
D
R
I
V
E
CO
R
B
E
T
T
D
R
I
V
E
FORTITUDE LANE
DETENTION
AREA
4105 ZIEGLER RD
FORT COLLINS, CO 80525
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
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
FDP Submittal-03 09-11-24
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 21,541 SF 14 GAL/SF 301,574 GAL
(IRRIGATED TURF*)
50% MODERATE/16,020 SF 14 GAL/SF 224,280 GAL
50% LOW 16,019 SF 8 GAL/SF 128,152 GAL
(SHRUB BEDS)
LOW 2,307 SF 8 GAL/SF 18,456 GAL
(UPLAND SEED MIX)
VERY LOW 0 SF 3 GAL/SF 0 GAL
(DETENTION BASIN)
TOTAL / AVERAGE 55,887 SF 12.0 GAL/SF 672,462 GAL
Hydrozone Table - Zone E
ZONE AREA WATER USE GALLONS
HIGH 0 SF 18 GAL/SF 0 GAL
MODERATE 5,654 SF 14 GAL/SF 79,156 GAL
(IRRIGATED TURF*)
50% MODERATE/5,416 SF 14 GAL/SF 75,824 GAL
50% LOW 5,415 SF 8 GAL/SF 43,320 GAL
(SHRUB BEDS)
LOW 1,375 SF 8 GAL/SF 11,000 GAL
(UPLAND SEED MIX)
VERY LOW 0 SF 3 GAL/SF 0 GAL
(DETENTION BASIN)
TOTAL / AVERAGE 17,860 SF 11.7 GAL/SF 209,300 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
DO NOT POLLUTEDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTEUCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLAST
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DND
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
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UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST 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 WATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST 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 WATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSDDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRONNYLOPLASTNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST 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
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS DNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSDNDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
NDYLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
N
D YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRONRAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
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
UPUP
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
UPUP
DS
DSDS
DS
DSDS
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
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
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
DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
UPUP
DS
DSDS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS DS
DS DS
DS
DS
DS
DS DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
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
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. B:
1-INCH, 20 GPM
P.O.C. D:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
P.O.C. E:
0.75-INCH, 12 GPM
IR-1
IR-4 IR-5
IR-2 IR-3
IR-6
A
IRM
B
IRM
C
1.5"
IRM
D
1.5"
E1"
F
IRM
H G
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. ODP2:
1-INCH, 20 GPMP.O.C. A:
1-INCH, 20 GPM
P.O.C. B:
1-INCH, 20 GPMP.O.C. C:
1-INCH, 20 GPM
P.O.C. D:
1-INCH, 20 GPM
P.O.C. E:
0.75-INCH, 12 GPM
P.O.C. F:
0.75-INCH, 12 GPM
IRM
IRM
IRRIGATION LEGEND
MAINLINE: SCH40 PVC : 1.5" UNLESS INDICATED OTHERWISE
IRRIGATION SERVICE LINE: TYPE K COPPER : SIZE AS SHOWN.
SPRINKLER LATERAL: CL200 PVC : 1" UNLESS INDICATED OTHERWISE
DRIP TUBING: U.V. RESISTANT LLDPE DRIP TUBING-CENTENNIAL: 0.75"
SLEEVING: CL200 PVC : 2XNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE
IRRIGATION METER
ISOLATION GATE VALVE
QUICK COUPLER ASSEMBLY: RAIN BIRD 44-RC
MASTER VALVE/FLOW SENSOR
BACKFLOW PREVENTOR
REMOTE CONTROL VALVE: RAIN BIRD PEB SIZE AS SHOWN
DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM
DRIP FLUSH CAP
G IRRIGATION CONTROLLER: BASELINE BASESTATION 3200
CONTROLLER AND STATION NUMBER
FLOW (GPM)
NOMINAL VALVE SIZE
2.2
32
1"
G
DRIP TREE RING ASSEMBLY: 30 PSI, 0.25 GPM
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 38', FLOW (GPM): 3.0
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 25', FLOW (GPM): Q-1.1, H-2.2, F-4.3
HUNTER MP ROTATOR PRS-40-04: 40 PSI
RADIUS 10', FLOW (GPM): Q-0.2, H-0.4, F-0.8
RADIUS 20', FLOW (GPM): Q-0.4, H-0.7, F-1.5
RADIUS 30', FLOW (GPM): Q-0.9, H-1.8, F-3.6
RADIUS 35', FLOW (GPM): Q-1.3, H-2.9
HUNTER PRO SPRAY-PROS-04-PRS30-CV: 30 PSI
RADIUS 10', FLOW (GPM): Q-0.4, H-0.9, F-1.6
RADIUS 8', FLOW (GPM): Q-0.2, H-0.5, F-1.0
RADIUS 12', FLOW (GPM): Q-0.7, H-1.3, F-2.7
RADIUS 15', FLOW (GPM): Q-1.0, H-1.9, F-3.8
RADIUS 17', FLOW (GPM): Q-1.2, H-2.4
RADIUS 30', FLOW (GPM): Q-1.6, H-3.3, F-6.4
RADIUS 35', FLOW (GPM): Q-2.1, H-4.2, F-8.4
HUNTER PRO SPRAY (STRIP)-PROS-04-PRS30-CV: 30 PSI
RADIUS 15', FLOW (GPM): RS-0.7, SS-1.3, LS-0.7
.25
3
101010
2020
303030
3535
20
30F
30F35H35Q
25Q 25H
30Q 30H
25F
15LS15RS15SS
QC
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
OVERALL IRRIGATION
METERS AND METHODS
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'100'50'200'300'
1" = 100'
CITY OF FORT COLLINS NOTES
1.ANY FIELD ADJUSTMENT OR REDESIGN OF THIS IRRIGATION SYSTEM MUST CONFORM TO THE CITY OF
FORT COLLINS IRRIGATION STANDARDS IN THE LAND USE CODE 3.2.1(J)(3).
2.CONTRACTOR INSTALLING THE SYSTEM MUST PROVIDE FCU AND THE OWNER WITH “AS-BUILT”
DRAWINGS AFTER INSTALLATION IS COMPLETE, INCLUDING UPDATED CHARTS WITH EXISTING FIELD
CONDITIONS.
3.THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI,
AT A MINIMUM DISCHARGE OF 12 GPM AT EACH OF THE 3/4-INCH POINT-OF-CONNECTION. VERIFY
PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION.
4.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR
THIS AND RELATED WORK PRIOR TO CONSTRUCTION.
5.COORDINATE UTILITY LOCATES (“CALL BEFORE YOU DIG”) OF UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION.
6.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE
FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED
IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES OR
SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE
ATTENTION OF THE OWNER’S REPRESENTATIVE.
7.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL
IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE.
8.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION
EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS
AND ARCHITECTURAL FEATURES.
9.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF CROSS TYPE FITTINGS IS NOT ALLOWED.
10.PROVIDE TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: TWO (2) OPERATING KEYS FOR
EACH TYPE OF MANUALLY OPERATED VALVES AND TWO (2) OF EACH SERVICING WRENCH OR TOOL
NEEDED FOR COMPLETE ACCESS, ADJUSTMENT AND REPAIR OF SPRINKLERS.
11.SELECT NOZZLES FOR SPRAYHEADS AND ROTORS WITH ARCS WHICH PROVIDE COMPLETE AND
ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE
RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST
PERFORMANCE.
12.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES.
13.IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED
PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE
CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND.
14.WITHIN SIX (6) WEEKS OF THE INSTALLATION OF NEW LANDSCAPING, THE IRRIGATION SYSTEM
INSTALLER SHALL RESET THE SMART CONTROLLERS TO THE NORMAL SEASONAL WATERING SCHEDULE.
GENERAL NOTES
1.INSTALL SYSTEM TO IRRIGATE NEW LANDSCAPING. SPRINKLERS IRRIGATE SOD AREAS. DRIP WILL IRRIGATE NEW TREE AND
SHRUB PLANTINGS.TEMPORARY SPRINKLER IRRIGATION HAS BEEN PROVIDED FOR ESTABLISHMENT OF NATIVE SEED AND
GRASSES IN DETENTION AREAS. WATER SOURCES ARE POTABLE IRRIGATION METERS FOR EACH PHASE OF THE PROJECT.
EACH PHASE OF THE PROJECT IS DESIGNED AS A STAND ALONE SYSTEM
2.CONTROL WILL BE VIA NEW IRRIGATION CONTROLLERS ADJACENT TO THEIR RESPECTIVE BACKFLOW. CONTROL WILL BE
VIA TWO WIRE PATH. INSTALL DECODERS AND GROUNDING PER MANUFACTURER'S RECOMMENDATION. INSTALL CONTROL
CABLE NOT ADJACENT TO MAINLINE IN CONDUIT.
3.WARRANTY IRRIGATION SYSTEM FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF WORK.
4.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.
5.MAINLINE PIPE:
a.USE SCH. 40 ASTM 1785 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 1.5" 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.
13. COMPACT TRENCHES IN 6-INCH LIFTS TO 90% PROCTOR DENSITY. PUDDLING OF TRENCHES IS NOT ALLOWED.
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.
TREE PROTECTION NOTES
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE
DEVELOPMENT AND WITHIN ANYNATURAL 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 CUTOR FILL OVER A FOUR-INCH DEPTH
UNLESS A QUALIFIED ARBORIST OR FORESTER
HASEVALUATED 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:
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
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
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSNYLOPLAST 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 WATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
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
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
DETENTION
AREA
UNION PARK AVENUEP.O.C. ODP1:
P.O.C. C:
1-INCH,
20 GPM
P.O.C. A:
1-INCH, 20 GPM3A6A4A5A2A7A8A34A 31A
P.O.C. C:
1-INCH,
20 GPMC
4
44
4
4
1
3
46.8
9
1"
C
12
8
1"
C
14
43
1"
C
19
42
1"
C20
41
1"
C
6.5
5
1"
C
14
6
1"
C
6.5
3
1"
C
10
4
1"
C
6.5
22
1"
C
7.1
21
1"
C
7.8
12
1"
C
9.2
10
1"
C
6.4
11
1"
C
10
16
1"
C
10
14
1"
C 5.2
19
1"
C
6.7
20
1"
C
11
27
1"
C
12
26
1"
C
7.0
24
1"
C
5.2
25
1"
C
7.3
23
1"
C
11
18
1"
C
11
17
1"
C
20
15
1"
C
16
13
1"
C
13
2
1"
C
13
1
1"
C
11
7
1"
C
1.3
29
1"
C
1.8
28
1"
C
2.8
37
1"
C
2.3
38
1"
C
2.8
39
1"
C
2.0
36
1"
C
2.0
35
1"
C
2.0
33
1"
C
1.5
34
1"
C
1.6
30
1"
C
1.8
31
1"
C
1.4
32
1"
C
2.3
40
1"
C
1.25"
1.25"
1.25"
1.5"
30H30H30H30H30H30H30H30H
30H 30H 30H
30H30H30H
30Q
30Q
30Q
30Q 30Q
30Q
30Q
30Q
30H30H30H30H30H30H30H30H
15
S
S
15
R
S
15
L
S
15
S
S
15
S
S
15
R
S
15
R
S
15
S
S
15
R
S
15
L
S
15
S
S
15
S
S
15
S
S
15
S
S
15
L
S
15
R
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
R
S
15
R
S
15
R
S
15
R
S
15
R
S
15
S
S
15
S
S
15
S
S
15
L
S
15
R
S
15
S
S
15
S
S
15
S
S
15
R
S
15
R
S
15
R
S
15
R
S
15
R
S
15
R
S
.25 .25 .25 .25 .25
.25 .25 .25 .25 .25 .25 .25 .25 .25 .25
.25
FS
QC
QC
QC
QC
IRM
17
1"
4
16
6
1"
H
14
8
1"
H
7.1
17
1"
H
15
22
1"
G15
16
1"
H
7.1
15
1"
H12
14
1"
H
15
13
1"
H
14
12
1"
H
16
11
1"
H16
10
1"
H
14
9
1"
H10
7
1"
H
13
5
1"
H
19
2
1"
H
17
3
1"
H
11
4
1"
H
17
1
1"
H
19
25
1"
H
17
31
1"
H
17
30
1"
H
1.4
18
1"
H
1.1
19
1"
H
12
29
1"
H
15
28
1"
H
18
26
1"
H
15
33
1"
H
18
34
1"
H
18
27
1"
H
18
32
1"
H
15
35
1"
H
2.0
23
1"
H
1.5
24
1"
H
2.8
22
1"
H
2.2
21
1"
H
2.5
20
1"
H
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
20
20
20
20
20
20
20
20
20
20
20
20
10 10
20
20
20
20
20
20
20
20
20
20
20
20
30 30
35
35
35
35
10 10
20
30
30 30
20
30
30
30
35 35
30
35
35
30
20
20 10
102020303535303535
35Q
35H
35H
35H35H
35Q
35Q
35H35H
35H
35H
35H
30F
30F
30F
30F
30F
3
3
3
3
3
33
333
3
3
3
3
3
3
3
3
3
3 3
3
3
3
3 3
3 3
3
3
3
3
3
3
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25 .25 .25
.25
.25
.25
.25
.25 .25
QC
QC
QC
QC
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
I
R
-
2
MATCHLINE SEE SHEET IR-4
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
DO NOT POLLUTEDRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
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
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
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON NYLOPLAST
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
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
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
FORTITUDE LANE
GOLDEN GROVE DRIVE
P.O.C. B:
1-INCH, 20 GPM
P.O.C. D:
P.O.C. B:
1-INCH, 20 GPM
B
4
4
4
4
4
17
23
1"
B
8.7
18
1"
B
16
22
1"
B
14
21
1"
B 19
20
1"
B
14
2
1"
B
16
6
1"
B
19
7
1"
B
14
4
1"
B
13
5
1"
B
17
8
1"
B
16
9
1"
B
16
1
1"
B
8.9
14
1"
B12
13
1"
B
5.2
10
1"
B
14
17
1"
B
13
16
1"
B
2.6
3
1"
B
8.2
19
1"
B
6.3
36
1"
B
15
11
1"
B
16
12
1"
B
19
38
1"
B
20
37
1"
B
18
40
1"
B
19
39
1"
B
3.9
15
1"
B
2.0
24
1"
B
1.8
31
1"
B2.4
32
1"
B
2.0
35
1"
B 1.3
25
1"
B
1.1
26
1"
B
1.2
27
1"
B
2.0
28
1"
B
1.4
34
1"
B
3.1
33
1"
B 1.9
29
1"
B
2.2
30
1"
B
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"1.25"
35 35 35 35
35 35 35 35 35 35 35 35 35 35 35 35 35
35353535353535353535
35
35
35
35
20
20
20
20
20
20
20
20
.25.25.25.25.25.25.25.25.25.25.25
.25
.25.25.25.25
.25.25
.25
.25
.25.25.25.25.25
3535
35 35 35
15
L
S
15
R
S
15
S
S
15
R
S
15
R
S
15
R
S
15
L
S
15
S
S
QC
QC
QC
QC
QC
QC
FS
IRM
P.O.C. D:
4
20
20
20
20
20
20
10 20
.25
4
12
13
1"
G
16
16
1"
G
18
14
1"
G
17
15
1"
G12
19
1"
G
12
18
1"
G
7.1
21
1"
G
7.1
23
1"
G
15
22
1"
G15
16
1"
H
12
17
1"
G
13
20
1"
G
1.25"
QC
IRRIGATION LEGEND
MAINLINE: SCH40 PVC : 1.5" UNLESS INDICATED OTHERWISE
IRRIGATION SERVICE LINE: TYPE K COPPER : SIZE AS SHOWN.
SPRINKLER LATERAL: CL200 PVC : 1" UNLESS INDICATED OTHERWISE
DRIP TUBING: U.V. RESISTANT LLDPE DRIP TUBING-CENTENNIAL: 0.75"
SLEEVING: CL200 PVC : 2XNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE
IRRIGATION METER
ISOLATION GATE VALVE
QUICK COUPLER ASSEMBLY: RAIN BIRD 44-RC
MASTER VALVE/FLOW SENSOR
BACKFLOW PREVENTOR
REMOTE CONTROL VALVE: RAIN BIRD PEB SIZE AS SHOWN
DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM
DRIP FLUSH CAP
G IRRIGATION CONTROLLER: BASELINE BASESTATION 3200
CONTROLLER AND STATION NUMBER
FLOW (GPM)
NOMINAL VALVE SIZE
2.2
32
1"
G
DRIP TREE RING ASSEMBLY: 30 PSI, 0.25 GPM
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 38', FLOW (GPM): 3.0
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 25', FLOW (GPM): Q-1.1, H-2.2, F-4.3
HUNTER MP ROTATOR PRS-40-04: 40 PSI
RADIUS 10', FLOW (GPM): Q-0.2, H-0.4, F-0.8
RADIUS 20', FLOW (GPM): Q-0.4, H-0.7, F-1.5
RADIUS 30', FLOW (GPM): Q-0.9, H-1.8, F-3.6
RADIUS 35', FLOW (GPM): Q-1.3, H-2.9
HUNTER PRO SPRAY-PROS-04-PRS30-CV: 30 PSI
RADIUS 10', FLOW (GPM): Q-0.4, H-0.9, F-1.6
RADIUS 8', FLOW (GPM): Q-0.2, H-0.5, F-1.0
RADIUS 12', FLOW (GPM): Q-0.7, H-1.3, F-2.7
RADIUS 15', FLOW (GPM): Q-1.0, H-1.9, F-3.8
RADIUS 17', FLOW (GPM): Q-1.2, H-2.4
RADIUS 30', FLOW (GPM): Q-1.6, H-3.3, F-6.4
RADIUS 35', FLOW (GPM): Q-2.1, H-4.2, F-8.4
HUNTER PRO SPRAY (STRIP)-PROS-04-PRS30-CV: 30 PSI
RADIUS 15', FLOW (GPM): RS-0.7, SS-1.3, LS-0.7
.25
3
101010
2020
303030
3535
20
30F
30F35H35Q
25Q 25H
30Q 30H
25F
15LS15RS15SS
QC
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
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
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
DDONOTPOLLUTE
RAINSTOWATERWAYS
DUCTILEIRON
NYLOPLAST
UNION PARK AVENUE
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. E:
0.75-INCH, 12 GPM
.25
QC
IRM
P.O.C. E:
0.75-INCH, 12 GPM
4
1
2
E
8.3
7
1"
E
5.9
6
1"
E
13
4
1"
E
7.7
2
1"
E
7.7
3
1"
E
4.6
1
1"
E
5.6
11
1"
E
11
10
1"
E
4.5
12
1"
E
12
5
1"
E
4.4
13
1"
E
3.8
14
1"
E
6.0
15
1"
E
3.6
16
1"
E
8.6
9
1"
E
7.6
8
1"
E
1"
20
20
20
20
20
20
20
20
20
20
10 20
.25 .25 .25 .25 .25 .25 .25 .25 .25 .25.25.25.25.25.25
FS
QC
QC
IRM
4
14
7
1"
G
15
47
1"
G
18
46
1"
G
20
6
1"
G
19
8
1"
G
17
9
1"
G
15
10
1"
G
18
5G
18
12
1"
G 16
11
1"
G
5.4
29
1"
G
3.2
30
1"
G
7.3
35
1"
G
4.3
31
1"
G
3.2
34
1"
G
1.25"
1.25"
1.25"
1.25"
35 35
35
35
35 3535
35
35
35
35
35
35
30
30
30
30
30
3030
30
30
30
.25.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
QC
IRRIGATION LEGEND
MAINLINE: SCH40 PVC : 1.5" UNLESS INDICATED OTHERWISE
IRRIGATION SERVICE LINE: TYPE K COPPER : SIZE AS SHOWN.
SPRINKLER LATERAL: CL200 PVC : 1" UNLESS INDICATED OTHERWISE
DRIP TUBING: U.V. RESISTANT LLDPE DRIP TUBING-CENTENNIAL: 0.75"
SLEEVING: CL200 PVC : 2XNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE
IRRIGATION METER
ISOLATION GATE VALVE
QUICK COUPLER ASSEMBLY: RAIN BIRD 44-RC
MASTER VALVE/FLOW SENSOR
BACKFLOW PREVENTOR
REMOTE CONTROL VALVE: RAIN BIRD PEB SIZE AS SHOWN
DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM
DRIP FLUSH CAP
G IRRIGATION CONTROLLER: BASELINE BASESTATION 3200
CONTROLLER AND STATION NUMBER
FLOW (GPM)
NOMINAL VALVE SIZE
2.2
32
1"
G
DRIP TREE RING ASSEMBLY: 30 PSI, 0.25 GPM
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 38', FLOW (GPM): 3.0
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 25', FLOW (GPM): Q-1.1, H-2.2, F-4.3
HUNTER MP ROTATOR PRS-40-04: 40 PSI
RADIUS 10', FLOW (GPM): Q-0.2, H-0.4, F-0.8
RADIUS 20', FLOW (GPM): Q-0.4, H-0.7, F-1.5
RADIUS 30', FLOW (GPM): Q-0.9, H-1.8, F-3.6
RADIUS 35', FLOW (GPM): Q-1.3, H-2.9
HUNTER PRO SPRAY-PROS-04-PRS30-CV: 30 PSI
RADIUS 10', FLOW (GPM): Q-0.4, H-0.9, F-1.6
RADIUS 8', FLOW (GPM): Q-0.2, H-0.5, F-1.0
RADIUS 12', FLOW (GPM): Q-0.7, H-1.3, F-2.7
RADIUS 15', FLOW (GPM): Q-1.0, H-1.9, F-3.8
RADIUS 17', FLOW (GPM): Q-1.2, H-2.4
RADIUS 30', FLOW (GPM): Q-1.6, H-3.3, F-6.4
RADIUS 35', FLOW (GPM): Q-2.1, H-4.2, F-8.4
HUNTER PRO SPRAY (STRIP)-PROS-04-PRS30-CV: 30 PSI
RADIUS 15', FLOW (GPM): RS-0.7, SS-1.3, LS-0.7
.25
3
101010
2020
303030
3535
20
30F
30F35H35Q
25Q 25H
30Q 30H
25F
15LS15RS15SS
QC
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
MATCHLINE SEE SHEET IR-6
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
I
R
-
2
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
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
DRAINSTOWATERWAYSD
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
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
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
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
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
DRAINSTOWATERWAYSD
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
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
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
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
DS
DS
DS
DS
DSDS
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
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
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
P.O.C. ODP1:
1-INCH, 20 GPM
P.O.C. A:
1-INCH, 20 GPM
P.O.C. A:
1-INCH, 20
GPM
A
44
4
4
17
13
1"
A
15
12
1"
A
13
3
1"
A
13
6
1"
A
15
4
1"
A
15
5
1"
A
16
2
1"
A
15
7
1"
A
18
8
1"
A
8.5
10
1"
A
17
9
1"
A
17
1
1"
A
18
14
1"
A
14
15
1"
A
19
20
1"
A
13
57
1"
A
15
56
1"
A
17
58
1"
A
5.3
23
1"
A
5.3
22
1"
A
20
16
1"
A
4.8
17
1"
A
2.6
11
1"
A
11
26
1"
A
8.5
27
1"
A
11
25
1"
A
9.7
21
1"
A
18
24
1"
A
5.8
19
1"
A
19
18
1"
A
3.1
41
1"
A
3.9
36
1"
A
1.7
34
1"
A
5.7
35
1"
A
1.4
31
1"
A
3.8
33
1"
A
6.2
32
1"
A
0.9
55
1"
A
2.3
51
1"
A
4.3
47
1"
A
1.8
48
1"
A
3.2
50
1"
A
2.9
49
1"
A
2.3
46
1"
A
1.9
45
1"
A
1.5
44
1"
A
2.9
43
1"
A
2.4
40
1"
A
2.0
39
1"
A
2.8
38
1"
A
2.2
37
1"
A
3.0
42
1"
A
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"
15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS15LS15RS15LS 15RS35Q
35Q35Q
35Q 35H35H
35H 35H
35Q
35Q
30Q
30Q
35H35H35H35H
35H 35H 35H
35H
35H
15RS 15RS15RS15RS
15SS15SS15SS 15LS
15SS15SS 15SS
30
30
30
30
3030
30
30
25F 25F
25F25F25F25F
30H
30H30H
30H
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
15
S
S
FS
QC
QC
QC
QC
IRM
P.O.C. ODP1:
1-INCH, 20 GPM
4
H
1.5"
35
35
35
35
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
MATCHLINE SEE SHEET IR-1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
I
R
-
5
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
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
DRAINS TOWATERWAYS
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
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
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
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
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
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
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
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
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
C
C
C
C
UPUP
DS
DSDS
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
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
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
PR
I
V
A
T
E
D
R
I
V
E
PR
I
V
A
T
E
D
R
I
V
E
P.O.C. D:
1-INCH, 20 GPM
19
30
1"
A
20
29
1"
A
19
28
1"
A
1.7
54
1"
A
1.8
52
1"
A
2.0
53
1"
A
1.25"
1.25"
1.25"
P.O.C. D:
1-INCH, 20 GPM
D
3.4
9
1"
D
7.8
10
1"
D
5.6
11
1"
D
5.3
12
1"
D
17
31
1"
D
17
33
1"
D
9.3
34
1"
D
8.9
15
1"
D
13
1
1"
D
15
2
1"
D
17
4
1"
D
19
6
1"
D
12
5
1"
D
15
3
1"
D
1.25"
15SS15SS 15SS15SS15SS15RS 15LS
30
30
30
30
35Q35Q35H35H
35Q
35H
35H
35Q
35H
35Q
35H
35H
35H 35H
15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS 15SS15SS15SS15SS15SS15SS15SS15SS15SS15SS15SS15SS 15RS15RS15LS15LS
35Q
35H
35F
33
33
3
33
3 315
S
S
15
S
S
15
S
S
15
R
S
15
L
S
10
10
10
10
20
10
10
20
30
20
10
10
10
20
20
20
30
30
30
FS
IRM
30
30
15
R
S
15
S
S
4
1 3
5.3
13
1"
D
4
QC
4
13
32
1"
D
4
3.2
20
1"
D
7.2
8
1"
D
1.25"
18
7
1"
D
2.6
18
1"
D
3.9
19
1"
D
5.0
21
1"
D
1.5
22
1"
D
2.8
23
1"
D
3.0
24
1"
D
4.3
29
1"
D
2.5
28
1"
D
4.6
27
1"
D
7.7
17
1"
D
1.5"
4
16
16
1"
G
17
15
1"
G12
19
1"
G
12
18
1"
G
12
17
1"
G
13
20
1"
GIRRIGATION LEGEND
MAINLINE: SCH40 PVC : 1.5" UNLESS INDICATED OTHERWISE
IRRIGATION SERVICE LINE: TYPE K COPPER : SIZE AS SHOWN.
SPRINKLER LATERAL: CL200 PVC : 1" UNLESS INDICATED OTHERWISE
DRIP TUBING: U.V. RESISTANT LLDPE DRIP TUBING-CENTENNIAL: 0.75"
SLEEVING: CL200 PVC : 2XNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE
IRRIGATION METER
ISOLATION GATE VALVE
QUICK COUPLER ASSEMBLY: RAIN BIRD 44-RC
MASTER VALVE/FLOW SENSOR
BACKFLOW PREVENTOR
REMOTE CONTROL VALVE: RAIN BIRD PEB SIZE AS SHOWN
DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM
DRIP FLUSH CAP
G IRRIGATION CONTROLLER: BASELINE BASESTATION 3200
CONTROLLER AND STATION NUMBER
FLOW (GPM)
NOMINAL VALVE SIZE
2.2
32
1"
G
DRIP TREE RING ASSEMBLY: 30 PSI, 0.25 GPM
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 38', FLOW (GPM): 3.0
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 25', FLOW (GPM): Q-1.1, H-2.2, F-4.3
HUNTER MP ROTATOR PRS-40-04: 40 PSI
RADIUS 10', FLOW (GPM): Q-0.2, H-0.4, F-0.8
RADIUS 20', FLOW (GPM): Q-0.4, H-0.7, F-1.5
RADIUS 30', FLOW (GPM): Q-0.9, H-1.8, F-3.6
RADIUS 35', FLOW (GPM): Q-1.3, H-2.9
HUNTER PRO SPRAY-PROS-04-PRS30-CV: 30 PSI
RADIUS 10', FLOW (GPM): Q-0.4, H-0.9, F-1.6
RADIUS 8', FLOW (GPM): Q-0.2, H-0.5, F-1.0
RADIUS 12', FLOW (GPM): Q-0.7, H-1.3, F-2.7
RADIUS 15', FLOW (GPM): Q-1.0, H-1.9, F-3.8
RADIUS 17', FLOW (GPM): Q-1.2, H-2.4
RADIUS 30', FLOW (GPM): Q-1.6, H-3.3, F-6.4
RADIUS 35', FLOW (GPM): Q-2.1, H-4.2, F-8.4
HUNTER PRO SPRAY (STRIP)-PROS-04-PRS30-CV: 30 PSI
RADIUS 15', FLOW (GPM): RS-0.7, SS-1.3, LS-0.7
.25
3
101010
2020
303030
3535
20
30F
30F35H35Q
25Q 25H
30Q 30H
25F
15LS15RS15SS
QC
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
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
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E
S
E
E
S
H
E
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T
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6
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYSD
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
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
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
YLOPLASTONOTPOLLUTE
UCTILEIRON
DRAINSTOWATERWAYS
D
N
D
YLOPLAST
ONOTPOLLUTE
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 NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
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
FORT SUMTER WAY
P.O.C. ODP2:
1-INCH, 20 GPM
P.O.C. F:
0.75-INCH, 12 GPM
10
35
1"
D 5.2
14
1"
D
6.2
16
1"
D
15SS 15SS 15SS 15SS 15SS 15SS 15SS15LS 15RS
QC
QC
3.6
25
1"
D 4.5
26
1"
D
4.7
30
1"
D
P.O.C. F:
0.75-INCH, 12 GPMF
2
1 4
4
4 9.1
2
1"
F
8.7
1
1"
F10
3
1"
F
3.4
5
1"
F
9.1
6
1"
F
9.5
4
1"
F
3.9
7
1"
F
2.0
8
1"
F
1.6
9
1"
F
15RS
15SS
15LS
15RS
15SS
15LS15RS
15SS15RS
15RS
FS
QC
QC
IRM
P.O.C. ODP2:
1-INCH, 20 GPMG
18
3
1"
G
19
4
1"
G
18
1
1"
G
18
5
1"
G
12
36
1"
G
12
37
1"
G
6.7
38
1"
G
18
45
1"
G
14
44
1"
G
11
43
1"
G
11
42
1"
G
8.9
41
1"
G
2.6
40
1"
G
12
39
1"
G
5.2
33
1"
G
5.4
1"
3.6
28
1"
G
2.1
27
1"
G
1.9
24
1"
G
6.5
26
1"
G
19
2
1"
G
4.1
25
1"
G
2.2
32
1"
G
1.25"
1.25"
1.25"
1.25"
1.25"
1.25"1.5"
35 3535
35
35
35
35
35
3535
35
35
35
35
35
35
35
3030
30
30
30
30
30
30
30
30
35
35 35
35
30
3030
30 30
30
30
30
30
30
30
30
30
20
20
20
20
20
20
20
20
20
20
20 20
30
30
30 30
20 20
10 10 10 10
10
10
10
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25 .25
.25
.25
.25
.25
.25
.25
.25
QC
IRM
IRRIGATION LEGEND
MAINLINE: SCH40 PVC : 1.5" UNLESS INDICATED OTHERWISE
IRRIGATION SERVICE LINE: TYPE K COPPER : SIZE AS SHOWN.
SPRINKLER LATERAL: CL200 PVC : 1" UNLESS INDICATED OTHERWISE
DRIP TUBING: U.V. RESISTANT LLDPE DRIP TUBING-CENTENNIAL: 0.75"
SLEEVING: CL200 PVC : 2XNOMINAL SIZE OF CONTAINED PIPE OR WIRE BUNDLE
IRRIGATION METER
ISOLATION GATE VALVE
QUICK COUPLER ASSEMBLY: RAIN BIRD 44-RC
MASTER VALVE/FLOW SENSOR
BACKFLOW PREVENTOR
REMOTE CONTROL VALVE: RAIN BIRD PEB SIZE AS SHOWN
DRIP REMOTE CONTROL VALVE: RAIN BIRD XCZ-100-PRB-COM
DRIP FLUSH CAP
G IRRIGATION CONTROLLER: BASELINE BASESTATION 3200
CONTROLLER AND STATION NUMBER
FLOW (GPM)
NOMINAL VALVE SIZE
2.2
32
1"
G
DRIP TREE RING ASSEMBLY: 30 PSI, 0.25 GPM
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 38', FLOW (GPM): 3.0
HUNTER I-20-04-CV-PRB: 45 PSI
RADIUS 25', FLOW (GPM): Q-1.1, H-2.2, F-4.3
HUNTER MP ROTATOR PRS-40-04: 40 PSI
RADIUS 10', FLOW (GPM): Q-0.2, H-0.4, F-0.8
RADIUS 20', FLOW (GPM): Q-0.4, H-0.7, F-1.5
RADIUS 30', FLOW (GPM): Q-0.9, H-1.8, F-3.6
RADIUS 35', FLOW (GPM): Q-1.3, H-2.9
HUNTER PRO SPRAY-PROS-04-PRS30-CV: 30 PSI
RADIUS 10', FLOW (GPM): Q-0.4, H-0.9, F-1.6
RADIUS 8', FLOW (GPM): Q-0.2, H-0.5, F-1.0
RADIUS 12', FLOW (GPM): Q-0.7, H-1.3, F-2.7
RADIUS 15', FLOW (GPM): Q-1.0, H-1.9, F-3.8
RADIUS 17', FLOW (GPM): Q-1.2, H-2.4
RADIUS 30', FLOW (GPM): Q-1.6, H-3.3, F-6.4
RADIUS 35', FLOW (GPM): Q-2.1, H-4.2, F-8.4
HUNTER PRO SPRAY (STRIP)-PROS-04-PRS30-CV: 30 PSI
RADIUS 15', FLOW (GPM): RS-0.7, SS-1.3, LS-0.7
.25
3
101010
2020
303030
3535
20
30F
30F35H35Q
25Q 25H
30Q 30H
25F
15LS15RS15SS
QC
FS
IRM
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Plan
MATCHLINE SEE SHEET IR-3
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
I
R
-
5
1
CONNECT TO COPPER STUB DOWNSTREAM OF IRRIGATION METER.
EXTEND COPPER SERVICE LINE TO BACKFLOW LOCATION. COORDINATE
EXACT BACKFLOW LOCATION WITH OWNER'S REPRESENTATIVE.
WALL MOUNT IRRIGATION CONTROLLER. COORDINATE POWER AND
EXACT CONTROLLER LOCATION WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT IRRIGATION CONTROLLER ADJACENT TO BACKFLOW.
COORDINATE POWER AND EXACT CONTROLLER LOCATION WITH
OWNER'S REPRESENTATIVE.
IRRIGATION COMPONENTS SHOWN IN HARDSCAPE FOR CLARITY. INSTALL
IRRIGATION COMPONENTS IN LANDSCAPE AREA.
FLAGNOTES
2
3
4
SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.
0'30'15'60'90'
1" = 30'
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
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]
[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
NOTE:
1.MAXIMUM LENGHT OF 14" DISTRIBUTION TUBING IS 5-FEET
2.STAKE ENDS OF DISTRIBUTION TUBING ON UPHILL SIDE OF PLANT.
3.DRIPLINE: USE RAIN BIRD XFS-CV-06-12 WITH 0.6 GPH EMITTERS SPACED AT
12-INCHES.
[A]DECIDUOUS TREE (15 GPH): 25 FEET
COIL DRIP LINE W/ 0.6 GPH EMMITERS
SPACED 12"
[B]CONIFEROUS TREE (12 GPH): 20 FEET
COIL DRIP LINE W/ 0.6 GPH EMMITERS
SPACED 12"
[C]SHRUB PLANTINGS (2 GPH): 2 x
XBCV-10PC EMITTER WITH 1/4-INCH
DISTRIBUTION TUBING
[D]GRASS/GROUNDCOVER PLANTINGS (1
GPH): 1 x XBCV-10PC EMITTER WITH
1/4-INCH DISTRIBUTION TUBING
[E]POLYETHYLENE DRIP LATERAL
[A]
[B]
[C]
[E]
[D]
4105 ZIEGLER RD
FORT COLLINS, CO 80525
Union Park
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
September 11, 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-8
The Irrigation
Engineers
2727 Alan St.
Ft. Collins, CO 80524
307.509.0238
www.IrrigationEngineers.com
FDP Sumbittal-02 07-17-24
FDP Sumbittal-03 09-11-24
Know what's below.
before you dig.Call
R
Irrigation Schedules
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 PITCH8
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
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L
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R
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D
.
,
F
O
R
T
C
O
L
L
I
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S
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C
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8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
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,
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8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
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,
F
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R
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L
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,
C
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8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
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L
E
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D
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,
F
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L
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C
O
8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
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8
0
5
2
5
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
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E
N
T
P
L
A
N
07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
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,
F
O
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T
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I
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S
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O
8
0
5
2
5
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
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N
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A
N
07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
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T
C
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L
L
I
N
S
,
C
O
8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
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A
N
07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
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8
0
5
2
5
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.
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
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8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
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8
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5
2
5
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.
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
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DRAWING RELEASE LOG
JOB NO. DATE
716721 04.10.24
DRAWN BY:
JM
SHEET NAME:
APARTMENTS-
49 UNIT
SHEET NO.
A 4.01FRONT 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
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L
A
N
07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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 BMTL. 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 BMTL. 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 BMTL. 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
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
I
E
G
L
E
R
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
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,
F
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8
0
5
2
5
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
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07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
Z
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.
,
F
O
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8
0
5
2
5
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
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N
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A
N
07.17.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
09.11.24
FDP SUBMITTAL - 03 09.11.2024
41
0
5
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F
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Mid-Day Sun 2 Hours Before Sunset2 Hours After Sunrise
Sp
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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
DRAWING RELEASE LOG
UNI
O
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PAR
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41
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FDP SUBMITTAL - 01 04.10.2024
06.17.2404.10.2406.17.2407.03.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
04.10.2407.17.24
FDP SUBMITTAL - 03 09.11.2024
04.10.2407.17.2409.11.24
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
DRAWING RELEASE LOG
UNI
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N
PAR
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41
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FDP SUBMITTAL - 01 04.10.2024
06.17.2404.10.2406.17.2407.03.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
04.10.2407.17.2404.10.2407.17.2409.11.24
FDP SUBMITTAL - 03 09.11.2024
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
DRAWING RELEASE LOG
UNI
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PAR
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41
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FDP SUBMITTAL - 01 04.10.2024
06.17.2404.10.2406.17.2407.03.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
04.10.2407.17.2404.10.2407.17.2409.11.24
FDP SUBMITTAL - 03 09.11.2024
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
DRAWING RELEASE LOG
UNI
O
N
PAR
K
41
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FDP SUBMITTAL - 01 04.10.2024
06.17.2404.10.2406.17.2407.03.24
FDP SUBMITTAL - 01 04.10.2024
FDP SUBMITTAL - 01 04.10.202407.17.202402
04.10.2407.17.2404.10.2407.17.2409.11.24
FDP SUBMITTAL - 03 09.11.2024
CO
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1 4/10/24 FDP Submittal-01
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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:
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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
3 9/11/2024 FDP Submittal-03
SCALE: 1"=100'
0 50 10020
LMH011
JMG
JDH
SEPTEMBER 2024
OVERALL PHOTOMETRIC
PLAN
P 01
S & D
SHEET 02 SHEET 03
B P
REFER TO SHEET 04 FOR BUILDING FIXTURE INFORMATION
July 17, 2024
CO
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1 4/10/24 FDP Submittal-01
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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:
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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
3 9/11/2024 FDP Submittal-03
LMH011
JMG
JTH
SEPTEMBER 2024
PHOTOMETRIC PLAN
P 02
SCALE: 1"=40'
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1 4/10/24 FDP Submittal-01
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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:
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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
3 9/11/2024 FDP Submittal-03
LMH011
JMG
JTH
SEPTEMBER 2024
PHOTOMETRIC PLAN
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July 17, 2024
UPUP
1 4/10/24 FDP Submittal-01
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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
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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
3 9/11/2024 FDP Submittal-03
LMH010
JMG
JTH
SEPTEMBER 2024
BUILDING FIXTURE
DETAILS
P 04
WP1 WP2
WP1
WP1 WP1 WP1 WP1 WP1 WP1
WP1
WP1
WP1 WP1 WP1 WP1 WP1 WP2
WP1WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2WP2
WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1
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WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1
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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
July 17, 2024