Paso Robles City Council
April 21, 2026

19 • Do not install overhead sprinkler irrigation because it will introduce too much moisture and potential rot the tree’s roots.
• Do not install weed block cloth beneath the canopy of the tree. It restricts rainwater from percolating into the soil.
• Provide decorative bark as a top dressing to help retain moisture in the root zone.

Pre-Construction Meeting
Prior to any construction or ground disturbing activities, the project arborist shall meet with all contractors involved with the development of this project to review tree protection measures. Any new contractors brought on site shall also meet or communicate with the project arborist by phone or video conference to ensure they are aware of all tree protection measures.

Conclusion
Although many of the mature trees on site were not safe to retain, two trees were viable and had good potential to be retained as an asset to your project if all site design recommendations and tree protection measures are implemented. With required native oak replacements, you will have the opportunity to build your project while also restoring a native oak forest on site.

Respectfully Submitted,
Rodney D. Thurman
ISA Board Certified Master Arborist PN-2684BUM
ISA Municipal Specialist
ISA Utility Arborist
ISA Tree Risk Assessor Qualification
Appendices: photographs, maps, tree protection diagrams & photos, tree protection quick reference list

20 Appendix A - Photographs

Photo 1 - View of Tree 1 to south. Note
lean to east.

21 Photo 2 - Tree 1 with decayed anchor root on southwest side, indicated by arrow. Ink pen provided for scale

22 Photo 3 - Tree 1 with compression bulge east side of trunk indicated by arrow shows lack of structural support.

23 Photo 4 - Tree 1 with decay in scaffold branches. indicated by arrows.

24 Photo 5 - View of Tree 2 to north

25 Photo 6 - Tree 2 with decay cavity south side of trunk. Length is approximately 5.5’.

26 Photo 7 - Tree 2 with decay cavity at scaffold union approx. 8’ above ground on southwest side of tree.

27 Photo 8 - Tree 2 with fungal fruiting body circled and decay in south scaffold branch indicated by arrow.

28 Photo 9 - Tree 2 with decay cavity formed by failed scaffold circled at center of tree, approximately 14 feet above ground.

29 Photo 10 - Tree 2 perspective view of decay cavity formed by failed scaffold circled at center of tree. Cavity is circled. Other decay points below the open cavity are indicated by arrows.

30 Photo 11 - Tree 2 view of decay cavity formed by failed scaffold.

Opening measures 13”

31 Photo 12 - Tree 2 view of interior decay cavity formed by failed scaffold. Arrow 1 shows depth of cavity down to roots of tree.

Arrow 2 shows decay that has advanced into eastern scaffold branch.
#2
#1

32 Photo 13 - Tree 2 measurement of
interior depth of decay cavity formed by
failed scaffold. 13’ 2”
Photo 14 - Tree 2 measurement of
exterior depth of decay cavity formed by
failed scaffold. 14’ 3”

33 Photo 15 - View of Tree 3 to north. Overextended scaffold to west. Large decay cavity at connection to trunk.

34 Photo 16 - Tree 3 with large decay cavity at scaffold connection to trunk.

35 Photo 17 - View of Tree 4 with to northwest. Numerous failed scaffold branches due to overextension and internal decay.

36 Photo 18 - View of Tree 9 to north. Numerous failed scaffold branches due to overextension and internal decay.

37 Photo 19 - Tree 9 close-up of failed scaffold branch with internal decay.

38 Photo 20 - View of Tree 10 to south.

39 Photo 21 - Tree 10 with decayed scaffold branch indicated by yellow arrows.

40 Photo 22 - View of Tree 11 to north. At least 5 decayed scaffold branches would be removed which would reduce the tree at least 50%. Arrows indicate branch removal points.

41 Photo 23 - Tree 11 close up of declining canopy, decayed branches, and dead wood indicated by arrows.

42 Photo 24 - Tree 11 close up of root crown decay at southwest side of tree indicated by yellow arrow. Ant nest discovered here which indicates dead and rotting wood.

43 Photo 25 - View of Tree 13 to north. Note overextended scaffold branches indicated by arrows.

44 Photo 26 - Tree 13 with root decay cavity on south side of tree indicated by arrow.

45 Photo 27 - Tree 13 with bulging root-crown indicating possible butt-rot.

46 Photo 28- Tree 13 with decaying scaffold branch east side of canopy indicated by arrow. Line indicates locations for removal

47 Photos 29 & 30 - Example of oak tree that failed due to root and butt-rot. Photo 29 shows failed roots. Photo 30 shows internal decay of trunk.

48 Appendix B – Maps
Map 1 - Tree Locations
Legend – Red = removals, Green = retain and protect, Dashed line delineates property boundaries.
2 1 9
10 13
3 11
4 Home

49 Map 2 - Tree Protection Zones
Red dashed line = TPZ fence location. Set fence according to distances provided. See Table 1 - Tree Protection Zone Measurements in this report as well as full sized Tree Protection Zone Map in plan set for more detail. This map has been cropped from the original provided by Wallace Group.
42’
51’
47’
42’ 42’
42’
53’
53’
48’
TPZ Fencing
TPZ Fencing
BLDG. 2
BLDG.

BLDG.
5 Tree
10 Tree
13

50 Appendix C – Tree Protection Diagrams & Photos

TREE PROTECTION
Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment.
4'-0"
Maintain existing
grade with the tree
protection fence
unless otherwise
indicated on the
plans.
2" x 6' steel posts
or approved equal.

Tree Protection
fence: High density
polyethylene fencing
with 3.5" x 1.5"
openings; Colororange. Steel posts
installed at 8' o.c.
5" thick
layer of mulch.

Notes:
1- See specifications for additional tree
protection requirements.
2- If there is no existing irrigation, see
specifications for watering requirements.
3- No pruning shall be performed except
by approved arborist.
4- No equipment shall operate inside the
protective fencing including during fence
installation and removal.
5- See site preparation plan for any
modifications with the Tree Protection
area.

SECTION VIEW

KEEP OUT
TREE

PROTECTION
AREA

8.5" x 11"
sign
laminated in
plastic spaced
every 10'
along the
fence.

URBAN TREE FOUNDATION © 2014

OPEN SOURCE FREE TO USE
Diagram 1 –Vinyl Tree Protection Fencing

51 Diagram 2 – Temporary chain-link fence panel

52 Diagram 3 – Trunk Protection

53 Photo A – Example of permanent fencing to exclude human activity beneath tree.

54 Appendix D - Tree Protection Requirements - Quick Reference List Tree Protection During Construction - Tree protection shall be provided during the entire time construction activities occur. A Tree Protection Zone (TPZ) shall be established and maintained to ensure protected roots remain undisturbed.

Tree Protection Fencing - Tree protection fencing is required to be in place for the duration of the construction project and shall be installed before starting any ground disturbing activities. Do not remove any tree protection fencing or enter the TPZ without approval of the project arborist. The fencing shall delineate and protect the tree protection zone. The fencing shall be at minimum, 4 feet tall and made of orange, high density, polyethylene with 3.5” x 1.5” openings. It shall be installed on steel posts 8 feet on center and tightly stretched to prevent sagging. I STRONGLY recommend installing 6’ X 8’ temporary, chain-link, fence panels secured to driven steel post. This is a more secure and less moveable option than vinyl fencing that can easily be moved by hand or run over by vehicles. See Appendix C - Tree Protection Diagrams & Photos- Diagrams 1 & 2 – Tree Protection Fencing.

Trunk Protection - Trunk protection is required. The trunk shall also be protected by installing 2x4’s against the trunk and securing them with zip-ties or wire. Do not anchor wood or wire directly to trunk. See Appendix C - Tree Protection Diagrams & Photos- Diagram 3 – Trunk Protection.

Tree Protection Signage - Weatherproof, tree protection signs stating, “Tree Protection Zone – Do Not Enter” shall be placed on the fencing & be spaced 10 feet apart. The Project Arborist’s and General Foreman’s contact numbers shall also be included on the sign. Signs shall remain in place until completion of the project. See Appendix C - Tree Protection Diagrams & PhotosDiagram 1 – Tree Protection Fencing.

Pre-Construction Meeting - A meeting with all contractors involved in the project shall occur with the project arborist before beginning construction activities. Any new contractors brought on site shall also meet or communicate with the project arborist to ensure they are aware of tree protection measures.

Preparing Tree Protection Zone - If construction occurs during the months of June through November, the TPZ’s shall be irrigated to a depth of 12 inches before construction begins. This will ensure the trees are properly hydrated. Additional irrigations during “heat-waves” may be recommended by the project arborist.

Root Protection - No grading, trenching, paving or any other soil disturbance shall occur within or adjacent to the TPZ of the tree without permission and supervision by the project arborist. No trenching or excavation for footings, foundations, utilities or roadways shall occur within or adjacent to the TPZ without first, hand trenching the location and exposing roots.

If possible, conduit or other utilities shall be “fished” below roots larger than 1-inch diameter. Any roots 1-inch diameter or larger that are approved for pruning shall be hand cut with a clean pruning saw or Sawzall. Once roots are hand cut, machinery can remove the severed roots. Cutting any roots 1-inch diameter or larger requires supervision by the project arborist.

Root Pruning - If the project arborist determines that a root over 1-inch diameter needs to be cut, it shall be cut by hand with a pruning saw or reciprocating saw “Sawzall”. After cutting a root, the area shall be backfilled as soon as possible with moist soil or covered with wet burlap until backfill can be completed. Burlap shall be kept wet the entire time it is in use for cut-root protection.

Dumping, Cleanout or Storage of Materials - No construction materials, soils, or debris shall be stored in the TPZ. No concrete, plaster, paint or chemical washout shall be allowed within the Tree Protection Zone (TPZ) or Critical Root Zone (CRZ).

Monitoring - An initial inspection shall be completed by the project arborist prior to commencement of construction activities to ensure that all tree protection measures have been put in place. Weekly inspections of the TPZ and associated fencing shall also be completed by the project arborist until construction is complete. Any root pruning, excavation, grading or filling within 5 feet of the TPZ shall a be monitored by the project arborist.

Project Arborist Contact Information - Rodney Thurman – Heritage Tree Arboricultural Consulting – Cell: 805 234 8760 – Email:
[email protected]

3/14/2023

LAND USE TYPE QUANTITY UNIT

TOTAL DEMAND
(acre-ft/yr.) NOTES
Large Warehouse 116,812 SF 1.6
144 employees (assumed based on number of parking spaces) @ 10 gpd1
Office 9,000 SF 0.8 125 sf/employee, 10 gpd1
/employee (Metcalf & Eddy)
Commercial 7,392 SF 0.3 Assume 250 sf/employee, 10 gpd1 /employee
Storage 40,271 SF 0.0
Manufacturing 25,836 SF 6.7 6,000 gpd 2
- Assume Food Processing/Winery as worst case
Wine Making 41,016 SF 7.7 6,900 gpd 2
Landscape 2.63 AC 3.7 Based upon EAWU
TOTAL ESTIMATED WATER USE 21 acre-ft/year
Ardmore Industrial

PRELIMINARY ESTIMATE OF WATER USE
Building 1
Building 2-6

2. Estimate based upon historical Wallace Group knowledge

1. Taken from Wastewater Engineering, Treatment and Reuse , 4th Edition, Metcalf and Eddy.

3/9/2023

LAND USE TYPE QUANTITY UNIT

TOTAL DEMAND
(gal/day) NOTES
Large Warehouse 116,812 SF 1,440
144 employees (assumed based on number of parking spaces) @ 10 gpd1
Office 9,000 SF 720 125 sf/employee 10gpd1
/employee
Buildings 2-6 (Industrial Flex)
Commercial 7,392 SF 296 Assume 250 sf/employee, 10gpd1
/employee
Storage 40,271 SF 0
Manufacturing 25,836 SF 6,000 6,000 gpd 2
- Assume Food Processing/Winery as worst case
Wine Making 41,016 SF 6,900 6,900 gpd 2
TOTAL ESTIMATED SEWAGE USE (PRE-TREATMENT REQUIRED) 15,356 gpd 11 gpm
Design Flow 21 gpm - 2.0 Peaking Factor

2. Estimate based upon historical Wallace Group knowledge Ardmore Industrial

PRELIMINARY ESTIMATE OF WASTEWATER DEMAND
Building 1

1. Taken from Wastewater Engineering, Treatment and Reuse , 4th Edition, Metcalf and Eddy.

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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD T1 TITLE SHEET

THE OAK AT ARDMORE

PERSPECTIVE VIEW - CLUBHOUSE ENTRANCE

UNION RD
CA-46

ARDMORE RD

ARDMORE RD
SITE
SITE
PROJECT DIRECTORYOWNER: COVELOP, INC.
1304 GARDEN STREETSAN LUIS OBISPO, CA 93401
ARCHITECT: RRM DESIGN GROUP
3765 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401CONTACT: SCOTT MARTINPHONE: (805) 903-1249EMAIL: [email protected] ARCHITECT: RRM DESIGN GROUP
3765 S. HIGUERA STREET, SUITE 102SAN LUIS OBISPO, CA 93401CONTACT: ANNA SCHMITZPHONE: (805) 748-9395EMAIL: [email protected] CIVIL ENGINEER: WALLACE GROUP
612 CLARION COURTSAN LUIS OBISPO, CA 93401CONTACT: TOM ZEHNDERPHONE: (805) 544-4011EMAIL: [email protected] PROJECT ADDRESS: 2930 UNION RD, PASO ROBLES, CA 93446APN: 025-362-050PROJECT DESCRIPTIONTHE OAK AT ARDMORE IS A RESIDENTIAL TOWNHOME DEVELOPMENT LOCATED IN PASO ROBLES, CA OFF ARDMORE ROAD. THE EXISTING ROAD WILL BE EXTENDED THROUGH THE MIDDLE OF THE PROJECT, DIVIDING THE PROJECT INTO TWO RESIDENTIAL PARCELS. THE PROJECT FEATURES FOUR TOWNHOME BUILDING PROTOTYPES, 2 OF WHICH HAVE ALLEY-FACING GARAGES AND 2 OF WHICH HAVE STREET FACING DRIVEWAYS AND GARAGES. ON-SITE, THERE ARE 34 TOWNHOME BUILDINGS, PROVIDING 154 TWO-STORY RESIDENCES.ALSO ON SITE IS A COMMON BUILDING CLUBHOUSE AND PLENTY OF OUTDOOR AMENITIES FOR RESIDENTS. 33 OFF-STREET GUEST SPACES ARE PROVIDED IN THE PROJECT. THERE IS ONE PROTECTED OAK TREE ON SITE WHICH BECOMES A CENTERPIECE OF THE PROJECT.

SHEET INDEX
T1 TITLE SHEETA2 PROPOSED SITE PLANA3 CHARACTER SKETCH - FRONT LOADED TOWNHOMESA4 TOWNHOME A - FRONT LOADED (4 PACK) - FLOOR & ROOF PLANSA5 TOWNHOME A - FRONT LOADED (4 PACK) - ELEVATIONSA6 TOWNHOME A - FRONT LOADED (5 PACK) - FLOOR PLANSA7 TOWNHOME A - FRONT LOADED (5 PACK) - ROOF PLANA8 TOWNHOME A - FRONT LOADED (5 PACK) - ELEVATIONSA9 TOWNHOME A - END UNIT FLOOR PLANSA10 TOWNHOME A - LARGE INTERIOR UNIT FLOOR PLANSA11 TOWNHOME A - SMALL INTERIOR UNIT FLOOR PLANSA12 CHARACTER SKETCH - ALLEY LOAD TOWNHOMESA13 TOWNHOME B - ALLEY LOADED (4 PACK) - FLOOR & ROOF PLANSA14 TOWNHOME B - ALLEY LOADED (4 PACK) - ELEVATIONSA15 TOWNHOME B - ALLEY LOADED (5 PACK) - FLOOR & ROOF PLANSA16 TOWNHOME B - ALLEY LOADED (5 PACK) - ELEVATIONSA17 TOWNHOME B - END UNITS FLOOR PLANSA18 TOWNHOME B - INTERIOR UNITS FLOOR PLANSA19 CHARACTER SKETCH - CLUBHOUSE ENTRANCEA20 CLUBHOUSE - FLOOR PLAN AND ROOF PLANA21 CLUBHOUSE - ELEVATIONSA22 CHARACTER SKETCH - INTERIOR WALKSA23 COLOR AND MATERIALS - TOWNHOME A - FRONT LOADEDA24 COLOR AND MATERIALS - TOWNHOME B - ALLEY LOADEDA25 COLOR AND MATERIALS - CLUBHOUSEA26 TRASH ENCLOSUREA27 CHARACTER SKETCH - VIEW FROM ARDMORE ROADA28 SITE SECTIONSA29 DETAIL VIGNETTESA30 WALL SECTIONSC1.1 VESTING PUD TENTATIVE MAPC1.2 LOT DIMENSIONS AND ROAD SECTIONSC2.1 DEMO PLANC2.2 EXISTING NORTH BOUNDARY TOPOC3.2 PRELIM. GRADING PLANC3.3 FIRE TRUCK ACCESS EXHIBITC4.1 SECTION PLAN VIEWC4.2 CROSS SECTIONSC4.3 CROSS SECTIONSC5.1 PRELIM. ARDMORE RD (PUBLIC) - UTILITY PLAN & PROFILEC5.2 PRELIM. ARDMORE RD EXTENSION (PUBLIC) - UTILITY PLAN & PROFILEC5.3 PRELIM. ROADS 1-3 (PRIVATE) - UTILITY PLAN & PROFILEC5.4 PRELIM. ROADS 4-6 (PRIVATE) - UTILITY PLAN & PROFILE PROJECT STATISTICSPERMIT NUMBER P25-0080ZONING C-3 (PLANNED DEVELOPMENT F) MUNICIPAL CODE CHAPTER 21.34
PARCEL SIZE: 14.06 ACRES (612,454 SF)BUILDING GROSS AREA 308,215 SF RESIDENTIAL GROUND FLOOR 163,264 SF
RESIDENTIAL SECOND FLOOR 141,932 SF
CLUBHOUSE 3,019 SF
MAX LOT COVERAGE: N/APROPOSED LOT COVERAGE: 27.2% [(163,264 + 3,019) / 612,454]MAX. F.A.R. N/APROPOSED F.A.R. 0.50 (308,215 / 612,454)LANDSCAPE AREA: SEE LANDSCAPE SHEETS IMPERVIOUS SURFACE AREA: SEE CIVIL SHEETSMAX. ALLOWED HEIGHT: 50’ - 0” (PER TABLE 21.34.030-1)MAX. PROPOSED HEIGHT: 36’ - 4” FROM NATURAL GRADEYARD SETBACKS (21.36.050-1) REQUIRED PROPOSED FRONT/STREET SIDE 10’ TYPICAL
20’ AT GARAGES
VARIES,0’-0” TO 31’-6”
SIDE 1ST STORY: 5’
UPPER STORIES: 10’
VARIES,0’-0” TO 20’-0”
REAR 10’-0” VARIES,
9’-0” TO 25’-0”
*REQUESTING A SPD MODIFICATION TO

SETBACK REQUIREMENTS
OCCUPANCY TYPES & AREA:

RESIDENTIAL 235,257 SF & 154 UNIT COUNT
INDOOR AMENITY 3,019 SF
COMMON OPEN SPACE 49,834 SF
PRIVATE OPEN SPACE 37,700 SF

VICINITY MAPZONING MAP

PARKINGAUTO PARKING CALCULATION SPACE
COUNT
PARKING REQUIRED:

RESIDENTIAL 2 SPACES PER UNIT (21.48.030-1)
154 UNITS * (2 SPACE/UNIT)
308
SPACES
GUEST PARKING 1 SPACE PER 5 UNITS (21.48.030-1)
154 UNITS * (1 SPACE/5 UNITS)
31 SPACES

CLUBHOUSE AUXILIARY USE TO RESIDENTIAL -

TOTAL REQUIRED FOR

PROPOSED
339
SPACES
PARKING PROVIDED:

RESIDENTIAL 282 GARAGE SPACES
90 DRIVEWAY SPACES
372
SPACES
GUEST PARKING 33
SPACES

TOTAL AUTO PARKING

PROPOSED
403
SPACES

MOTORCYCLE PARKING CALCULATION SPACE
COUNT
PARKING REQUIRED: 1 MOTORCYCLE SPACE / 20
GUEST SPACES (21.48.070)33 SPACES * (1 MOTO/20 AUTO)
2 MOTO
SPACES
PARKING PROVIDED: 2 MOTO
SPACES

BICYCLE PARKING
PARKING REQUIRED: 2 BIKE RACK SPACES / 10 UNITS
(21.48.060)154 UNITS * (2 SPACES/10 UNITS)
31 BIKE
SPACES
TOTAL PROVIDED: 31 BIKE
SPACES

PROJECT DENSITY
TOTAL SITE AREA 14.06 ACRES

ALLOWABLE

DENSITY UNITS
30 DU/ACRE (PER TABLE 21.36.050-1)30 DU/ACRE * 14.06 ACRES = 421.8 DU

DENSITY UNITS

PROVIDED
(154) 2+ BEDROOM TOWNHOMEUNITS (OVER 1,000 SF) * 1 DU EACH 154 DU

PROPOSED

DENSITY
154 DU
(11.86 DU/AC)
C5.5 PRELIM. ROADS 7-8 (PRIVATE) - UTILITY PLAN & PROFILEC5.6 PRELIM. ROADS 9-10 (PRIVATE) - UTILITY PLAN & PROFILEC5.7 PRELIM. ROADS 11-12 (PRIVATE) - UTILITY PLAN & PROFILEC5.8 PRELIM. ROADS 13-14 (PRIVATE) - UTILITY PLAN & PROFILEC5.9 PRELIM. ROADS 15 (PRIVATE) - UTILITY PLAN & PROFILEC6.1 PRELIM. SEWER MAINSC6.2 PRELIM. STORM DRAINSC6.3 PRELIM. WATER MAINSC6.4 PRELIM. COMMON DRY UTILITY TRENCHC7.1 PRELIM. EROSION CONTROL PLANC7.2 PRELIM. EROSION CONTROL DETAILSC7.3 PRELIM. EROSION CONTROL DETAILSC7.4 PRELIM. EROSION CONTROL DETAILSC7.5 PRELIM. EROSION CONTROL DETAILSC7.6 PRELIM. EROSION CONTROL DETAILSL1 PRELIMINARY LANDSCAPE SITE PLANL2 COMMUNITY SPACE ENLARGEMENTS - AREAS FOR RECREATIONL3 LANDSCAPE CHARACTER AND MATERIALSL4 PLANT PALETTE, MWELO DESIGN CRITERION AND CALCULATIONSL5 PRELIMINARY LANDSCAPE AND OAK TREE REPLACEMENT PLANL6 OAK TREE REPLACEMENT LOCATIONS & PROTECTION NOTESL7 PRELIMINARY IRRIGATION AND HYDROZONE PLANL8 LANDSCAPE TYPICALSL9 PRELIMINARY CIRCULATION EXHIBITL10 PRELIMINARY FENCING EXHIBITL11 PRELIMINARY LIGHTING DESIGN AND PHOTOMETRIC PLAN Exhibit
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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A2 PROPOSED SITE PLAN
PROPOSED SITE PLAN 1 1" = 40'-0" (24 X 36 SHEET)
Exhibit
F

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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A3 CHARACTER SKETCH - FRONT LOADED TOWNHOMES Exhibit
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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A4 TOWNHOME A - FRONT LOADED (4 PACK) - FLOOR & ROOF PLANS

BUILDING UNIT COUNT

LOCATION TOTAL UNITS PER BUILDING
TWN A (FRONT 4 PACK) (1) UNIT A (3BD/2.5BA)
(1) UNIT B (3BD/2.5BA)
(2) UNIT C (3BD/2.5BA)

OVERALL UNIT COUNT

LOCATION TOTAL UNITS
TWN-A (FRONT 4 PACK)(7) BUILDINGS
(7) UNIT A (3BD/2.5BA)
(7) UNIT B (3BD/2.5BA)
(14) UNIT C (3BD/2.5BA)
GROUND FLOOR PLAN 1 1/8" = 1'-0" (24 X 36 SHEET) ROOF PLAN 3 1/8" = 1'-0" (24 X 36 SHEET)SECOND FLOOR PLAN 2 1/8" = 1'-0" (24 X 36 SHEET) AREAS PER BUILDING (7)GROUND FLOOR LIVING 2,707 SQFTGARAGE 1,557 SQFTUPPER FLOOR LIVING 3,614 SQFTFOOTPRINT: 4,264 SQFTTOTAL AREA: 7,878 SQFT 1’-0” RAKE O.H. AT GABLE ROOFS, TYP.
1’-0” O.H. AT PORCHES, TYP.
3:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12 6:12
6:12
6:12
6:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12 6:12
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE

RIDGE RIDGE
1’-0” EAVE O.H. AT GABLE ROOFS, TYP.

Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
P.L. P.L. P.L.

P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A5 TOWNHOME A - FRONT LOADED (4 PACK) - ELEVATIONS 0’-0” (828.73’)0’-0” (828.73’)
10’-0”10’-0”28’-0”28’-0”
HIGHEST GROUND F.F.HIGHEST GROUND F.F.

SECOND FLOORSECOND FLOOR
T.O. ROOFT.O. ROOF
~ -4’-3” (824.5’)~ -4’-3” (824.5’)

AVERAGE NATURAL GRADEAVERAGE NATURAL GRADE
32’-3” 32’-3”
TALLEST BUILDING TALLEST BUILDING FRONT ELEVATION 1 1/8" = 1'-0" (24 X 36 SHEET) LEFT ELEVATION 2 1/8" = 1'-0" (24 X 36 SHEET) REAR ELEVATION 3 1/8" = 1'-0" (24 X 36 SHEET) RIGHT ELEVATION 4 1/8" = 1'-0" (24 X 36 SHEET)

STREET VIEWNTS
THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 735 SF *.25 = 183 SF VARIATION. 210 SF PROVIDED.

GLAZING CALCULATIONS - LEFTTOTAL FACADE AREA= 733 SF15% MINIMUM = 109 SFWINDOW AREA PROVIDED= 127 SFGLAZING CALCULATIONS - RIGHTTOTAL FACADE AREA= 780 SF15% MINIMUM = 117 SFWINDOW AREA PROVIDED= 139 SF GLAZING CALCULATIONS - FRONTTOTAL FACADE AREA= 2320 SF15% MINIMUM = 348 SFWINDOW AREA PROVIDED= 385 SFGLAZING CALCULATIONS - REARTOTAL FACADE AREA= 2317 SF15% MINIMUM = 348 SFWINDOW AREA PROVIDED= 488 SF THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 2317 SF *.25 = 579 SF VARIATION. 1196 SF PROVIDED.

GABLE CALCULATIONS - LEFTTOTAL FACADE LENGTH= 39’-8”25% MINIMUM GABLE= 9’-11”GABLE LENGTH PROVIDED= 27’-9”GABLE CALCULATIONS - RIGHTTOTAL FACADE LENGTH= 38’-6”25% MINIMUM GABLE= 9’-8”GABLE LENGTH PROVIDED= 31’-3” Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
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522)6+($7+,1*3(56758&3/$163529,'(7,*+7),77,1*-2,176$7$//('*(62)*<36803$1(/723/<:22'25%/. *25$6$1$/7(51$7,9(3529,'(+,/7,(/$6720(5,&),5(6723&3625(48$/$7-2,176758663(53/$165813$5$//(/72:$// P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A6 TOWNHOME A - FRONT LOADED (5 PACK) - FLOOR PLANS

BUILDING UNIT COUNT

LOCATION TOTAL UNITS PER BUILDING
TWN A (FRONT 5 PACK) (2) UNIT A (3BD/2.5BA)
(1) UNIT B (3BD/2.5BA)
(2) UNIT C (3BD/2.5BA)

OVERALL UNIT COUNT

LOCATION TOTAL UNITS
TWN-A (FRONT 5 PACK)(6) BUILDINGS
(12) UNIT A (3BD/2.5BA)
(6) UNIT B (3BD/2.5BA)
(12) UNIT C (3BD/2.5BA)
GROUND FLOOR PLAN 1 1/8" = 1'-0" (24 X 36 SHEET)SECOND FLOOR PLAN 2 1/8" = 1'-0" (24 X 36 SHEET) AREAS PER BUILDING (6)GROUND FLOOR LIVING 3,378 SQFTGARAGE 1,985 SQFTUPPER FLOOR LIVING 4,523 SQFTFOOTPRINT: 5,363 SQFTTOTAL AREA: 9,886 SQFT TYPICAL UNIT-UNIT DEMISING WALL 3 N.T.S.

Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
P.L. P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A7 TOWNHOME A - FRONT LOADED (5 PACK) - ROOF PLAN ROOF PLAN 3 1/8" = 1'-0" (24 X 36 SHEET)
1’-0” RAKE O.H. AT GABLE ROOFS, TYP.
1’-0” O.H. AT PORCHES, TYP.
3:12 3:12
6:12 6:12
6:12
6:126:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
6:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
3:12
6:12
6:12
6:12
6:12
6:12
6:12 6:12
6:12
6:126:12
6:12
6:12
6:12
6:12

RIDGE RIDGE

RIDGE RIDGE
RIDGE
RIDGE

RIDGE RIDGE
1’-0” EAVE O.H. AT GABLE ROOFS, TYP.

Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
P.L. P.L. P.L. P.L.

P.L. P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A8 TOWNHOME A - FRONT LOADED (5 PACK) - ELEVATIONS 0’-0” (831.23’)0’-0” (831.23’)
10’-0”10’-0”28’-0”28’-0”
HIGHEST GROUND F.F.HIGHEST GROUND F.F.

SECOND FLOORSECOND FLOOR
T.O. ROOFT.O. ROOF
~ -6’-9” (824.5’)~ -6’-9” (824.5’)

AVERAGE NATURAL GRADEAVERAGE NATURAL GRADE
34’-9” 34’-9”

TALLEST BUILDING TALLEST BUILDING
AVG. NATURAL GRADE: 824.5’
HIGH POINT: 837’LOW POINT: 812’(837’+812’)/2
FRONT ELEVATION 1 1/8" = 1'-0" (24 X 36 SHEET) LEFT ELEVATION 2 1/8" = 1'-0" (24 X 36 SHEET)REAR ELEVATION 3 1/8" = 1'-0" (24 X 36 SHEET) RIGHT ELEVATION 4 1/8" = 1'-0" (24 X 36 SHEET)

STREET VIEWNTS
THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 735 SF *.25 = 183 SF VARIATION. 210 SF PROVIDED.

GLAZING CALCULATIONS - LEFTTOTAL FACADE AREA= 733 SF15% MINIMUM = 109 SFWINDOW AREA PROVIDED= 127 SFGLAZING CALCULATIONS - RIGHTTOTAL FACADE AREA= 733 SF15% MINIMUM = 109 SFWINDOW AREA PROVIDED= 127 SF GLAZING CALCULATIONS - FRONTTOTAL FACADE AREA= 3025 SF15% MINIMUM = 454 SFWINDOW AREA PROVIDED= 524 SF GLAZING CALCULATIONS - REARTOTAL FACADE AREA= 2908 SF15% MINIMUM = 436 SFWINDOW AREA PROVIDED= 563 SF THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 2908 SF *.25 = 727 SF VARIATION. 1456 SF PROVIDED.

GABLE CALCULATIONS - LEFTTOTAL FACADE LENGTH= 39’-8”25% MINIMUM GABLE= 9’-11”GABLE LENGTH PROVIDED= 27’-9”GABLE CALCULATIONS - RIGHTTOTAL FACADE LENGTH= 39’-8”25% MINIMUM GABLE= 9’-11”GABLE LENGTH PROVIDED= 27’-9” Exhibit
F

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EXAMPLES OF STORAGE ABOVE GARAGE PARKING
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A9 TOWNHOME A - END UNIT FLOOR PLANS
UNIT A (3BD/2.5BA)GROUND FLOOR LIVING 671 SQFTGARAGE 428 SQFTUPPER FLOOR LIVING 909 SQFTLIVING: 1,580 SQFTTOTAL: 2,008 SQFT UNIT PLAN A - GROUND FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) UNIT PLAN A - SECOND FLOOR PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) Exhibit
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EXAMPLES OF STORAGE ABOVE GARAGE PARKING
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A10 TOWNHOME A - LARGE INTERIOR UNIT FLOOR PLANS UNIT B (3BD/2.5BA)GROUND FLOOR LIVING 794 SQFTGARAGE 449 SQFTUPPER FLOOR LIVING 969 SQFTLIVING: 1,763 SQFTTOTAL: 2,212 SQFT UNIT PLAN B - GROUND FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) UNIT PLAN B - SECOND FLOOR PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) Exhibit
F

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EXAMPLES OF STORAGE ABOVE GARAGE PARKING
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A11 TOWNHOME A - SMALL INTERIOR UNIT FLOOR PLANS UNIT C (3BD/2.5BA)GROUND FLOOR LIVING 621 SQFTGARAGE 340 SQFTUPPER FLOOR LIVING 868 SQFTLIVING: 1,489 SQFT TOTAL: 1,829 SQFT UNIT PLAN C - GROUND FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) UNIT PLAN C - SECOND FLOOR PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A12 CHARACTER SKETCH - ALLEY LOAD TOWNHOMES Exhibit
F

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P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A13 TOWNHOME B - ALLEY LOADED (4 PACK) - FLOOR & ROOF PLANS

BUILDING UNIT COUNT

LOCATION TOTAL UNITS PER BUILDING
TWN B (ALLEY 4 PACK) (2) UNIT D (4BD/2.5BA)
(2) UNIT E (3BD/2.5BA)

OVERALL UNIT COUNT

LOCATION TOTAL UNITS
TWN-B (ALLEY 4 PACK)(9) BUILDINGS
(18) UNIT D (4BD/2.5BA)
(18) UNIT E (3BD/2.5BA)
GROUND FLOOR PLAN 1 1/8" = 1'-0" (24 X 36 SHEET)SECOND FLOOR PLAN 2 1/8" = 1'-0" (24 X 36 SHEET) ROOF PLAN 3 1/8" = 1'-0" (24 X 36 SHEET)
AREAS PER BUILDING (9)GROUND FLOOR LIVING 2,264 SQFTGARAGE 1,978 SQFTUPPER FLOOR LIVING 3,732 SQFTFOOTPRINT: 4,242 SQFTTOTAL AREA: 7,974 SQFT TYPICAL UNIT-UNIT DEMISING WALL 3 N.T.S. 1’-0” RAKE O.H. AT GABLE ROOFS, TYP.
1’-0” O.H. AT PORCHES,TYP.
9:12
3:12
3:12
9:12
9:12
9:12
9:12
4:12
4:12
3:12
3:12
4:12
4:12
9:12
9:12
9:12 DORMER RIDGE

DORMER RIDGE

TRELLIS TRELLIS

TRELLIS

RIDGE RIDGE
RIDGE
RIDGE
1’-0” EAVE O.H. AT GABLE ROOFS, TYP.

Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
P.L. P.L. P.L.P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A14 TOWNHOME B - ALLEY LOADED (4 PACK) - ELEVATIONS FRONT ELEVATION 1 1/8" = 1'-0" (24 X 36 SHEET)

STREET VIEWNTS
LEFT ELEVATION 2 1/8" = 1'-0" (24 X 36 SHEET)
REAR ELEVATION 3 1/8" = 1'-0" (24 X 36 SHEET) RIGHT ELEVATION 4 1/8" = 1'-0" (24 X 36 SHEET) 0’-0” (830.7’)0’-0” (830.7’)
10’-6”10’-6”30’-0”30’-0”
HIGHEST GROUND F.F.HIGHEST GROUND F.F.

SECOND FLOORSECOND FLOOR
T.O. ROOFT.O. ROOF
~ -6’-2” (824.5’)~ -6’-2” (824.5’)

AVERAGE NATURAL GRADEAVERAGE NATURAL GRADE
36’-2” 36’-2”

TALLEST BUILDING TALLEST BUILDING
AVG. NATURAL GRADE: 824.5’
HIGH POINT: 837’LOW POINT: 812’(837’+812’)/2
GLAZING CALCULATIONS - LEFTTOTAL FACADE AREA= 965 SF15% MINIMUM = 144.8 SFWINDOW AREA PROVIDED= 155 SF GLAZING CALCULATIONS - RIGHTTOTAL FACADE AREA= 965 SF15% MINIMUM = 144.8 SFWINDOW AREA PROVIDED= 155 SFGABLE CALCULATIONS - RIGHTTOTAL FACADE LENGTH= 45-0”25% MINIMUM GABLE= 11’-3”GABLE LENGTH PROVIDED= 30’-2”GABLE CALCULATIONS - LEFTTOTAL FACADE LENGTH= 45-0”25% MINIMUM GABLE= 11’-3”GABLE LENGTH PROVIDED= 30’-2” GLAZING CALCULATIONS - FRONTTOTAL FACADE AREA= 2064 SF15% MINIMUM = 309.6 SFWINDOW AREA PROVIDED= 350 SF GLAZING CALCULATIONS - REARTOTAL FACADE AREA= 2100 SF15% MINIMUM = 315 SFWINDOW AREA PROVIDED= 320 SF Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
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P.L. P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A15

BUILDING UNIT COUNT

LOCATION TOTAL UNITS PER BUILDING
TWN B (ALLEY 5 PACK) (2) UNIT D (4BD/2.5BA)
(3) UNIT E (3BD/2.5BA)

OVERALL UNIT COUNT

LOCATION TOTAL UNITS
TWN-B (ALLEY 5 PACK)(12) BUILDINGS
(24) UNIT D (4-BED)
(36) UNIT E (3-BED)
TOWNHOME B - ALLEY LOADED (5 PACK) - FLOOR & ROOF PLANS GROUND FLOOR PLAN 1 1/8" = 1'-0" (24 X 36 SHEET)SECOND FLOOR PLAN 2 1/8" = 1'-0" (24 X 36 SHEET) ROOF PLAN 3 1/8" = 1'-0" (24 X 36 SHEET)
AREAS PER BUILDING (12)GROUND FLOOR LIVING 2,811 SQFTGARAGE 2,444 SQFTUPPER FLOOR LIVING 4,659 SQFTFOOTPRINT: 5,255 SQFTTOTAL AREA: 9,914 SQFT 1’-0” RAKE O.H. AT GABLE ROOFS, TYP.
1’-0” O.H. AT PORCHES, TYP.
9:12
3:12 3:12
3:12 3:12
9:12
9:12
9:12 9:12
9:12
9:12
4:12
3:12
3:12
4:12
9:12
9:12
9:12 9:12
9:12

DORMER RIDGE

DORMER RIDGE

DORMER RIDGE

TRELLIS TRELLIS

TRELLIS

TRELLIS

TRELLIS
RIDGE
RIDGE
RIDGE
RIDGE
1’-0” EAVE O.H. AT GABLE ROOFS, TYP.

Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
P.L. P.L. P.L. P.L.P.L. P.L. P.L. P.L.
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A16 TOWNHOME B - ALLEY LOADED (5 PACK) - ELEVATIONS FRONT ELEVATION 1 1/8" = 1'-0" (24 X 36 SHEET)

STREET VIEWNTS
LEFT ELEVATION 2 1/8" = 1'-0" (24 X 36 SHEET)
REAR ELEVATION 3 1/8" = 1'-0" (24 X 36 SHEET) RIGHT ELEVATION 4 1/8" = 1'-0" (24 X 36 SHEET) 0’-0” (830.85’)0’-0” (830.85’)
10’-6”10’-6”30’-0”30’-0”
HIGHEST GROUND F.F.HIGHEST GROUND F.F.

SECOND FLOORSECOND FLOOR
T.O. ROOFT.O. ROOF
~ -6’-4” (824.5’)~ -6’-4” (824.5’)

AVERAGE NATURAL GRADEAVERAGE NATURAL GRADE
36’-4” 36’-4”

TALLEST BUILDING TALLEST BUILDING
AVG. NATURAL GRADE: 824.5’
HIGH POINT: 837’LOW POINT: 812’(837’+812’)/2
THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 965 SF *.25 = 241.3 SF VARIATION. 351 SF PROVIDED.THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 965 SF *.25 = 241.3 SF VARIATION. 351 SF PROVIDED.

GLAZING CALCULATIONS - FRONTTOTAL FACADE AREA= 2550 SF15% MINIMUM = 383 SFWINDOW AREA PROVIDED= 433 SF GLAZING CALCULATIONS - REARTOTAL FACADE AREA= 2600 SF15% MINIMUM = 390 SFWINDOW AREA PROVIDED= 395 SF THIS ELEVATION IS A R.O.W. FACING ELEVATION.TIER 2 WALL PLANE VARIATION 21.50.050.C.1.E GENERAL MASSING BREAK REQUIRES 25% OF ELEVATIONTOTAL FACADE = 2550 SF *.25 = 637.5 SF VARIATION. 1288 SF PROVIDED.

GLAZING CALCULATIONS - LEFTTOTAL FACADE AREA= 965 SF15% MINIMUM = 144.8 SFWINDOW AREA PROVIDED= 155 SF GLAZING CALCULATIONS - RIGHTTOTAL FACADE AREA= 965 SF15% MINIMUM = 144.8 SFWINDOW AREA PROVIDED= 155 SFGABLE CALCULATIONS - RIGHTTOTAL FACADE LENGTH= 45-0”25% MINIMUM GABLE= 11’-3”GABLE LENGTH PROVIDED= 30’-2”GABLE CALCULATIONS - LEFTTOTAL FACADE LENGTH= 45-0”25% MINIMUM GABLE= 11’-3”GABLE LENGTH PROVIDED= 30’-2” Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
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02 4 8
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EXAMPLES OF STORAGE ABOVE GARAGE PARKING
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A17 TOWNHOME B - END UNITS FLOOR PLANS
UNIT D (4 BD/2.5 BA)GROUND FLOOR LIVING 585 SQFTGARAGE 523 SQFTUPPER FLOOR LIVING 939 SQFTLIVING: 1,524 SQFT TOTAL: 2,047 SQFT UNIT PLAN D - GROUND FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) UNIT PLAN D - SECOND FLOOR PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) Exhibit
F

0 4 8 16
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02 4 8
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EXAMPLES OF STORAGE ABOVE GARAGE PARKING
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A18 TOWNHOME B - INTERIOR UNITS FLOOR PLANS UNIT E (3BD/2.5BA)GROUND FLOOR LIVING 547 SQFTGARAGE 466 SQFTUPPER FLOOR LIVING 927 SQFTLIVING: 1,474 SQFTTOTAL: 1,940 SQFT UNIT PLAN E - GROUND FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) UNIT PLAN E - SECOND FLOOR PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A19 CHARACTER SKETCH - CLUBHOUSE ENTRANCE
Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET

 
 
 
 




 
 
 




 
 

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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A20 CLUBHOUSE - FLOOR PLAN AND ROOF PLAN
ROOF PLAN 2 1/8" = 1'-0" (24 X 36 SHEET) GROUND FLOOR PLAN 1 1/8" = 1'-0" (24 X 36 SHEET) 1’-0” RAKE O.H. AT GABLE ROOFS, TYP.
3:12 3:12 9:12
3:12
9:12

TRELLIS

TRELLIS

TRELLIS

FIREPLACE
RIDGE
RIDGE
RIDGE
1’-0” EAVE O.H. AT GABLE ROOFS, TYP.
9:12
9:12
9:12
9:12
Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A21 CLUBHOUSE - ELEVATIONS
SOUTHEAST ELEVATION 1 1/8" = 1'-0" (24 X 36 SHEET)

STREET VIEWNTS
NORTHEAST ELEVATION 2 1/8" = 1'-0" (24 X 36 SHEET)
NORTHWEST ELEVATION 3 1/8" = 1'-0" (24 X 36 SHEET) SOUTHWEST ELEVATION 4 1/8" = 1'-0" (24 X 36 SHEET) 0’-0” (828.65’)0’-0” (828.65’)
~ -4’-2” (824.5’)~ -4’-2” (824.5’)
15’-0”15’-0”
31’-4” 31’-4”
27’-2”27’-2”
GROUND F.F.GROUND F.F.

AVERAGE NATURAL GRADEAVERAGE NATURAL GRADE
T.O. COMMON ROOM PLATET.O. COMMON ROOM PLATE
T.O. ROOFT.O. ROOF
AVG. NATURAL GRADE: 824.5’
HIGH POINT: 837’LOW POINT: 812’(837’+812’)/2
Exhibit
F

0 4 8 16
1/8” = 1’-0” 24X36 SHEET
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A22 CHARACTER SKETCH - INTERIOR WALKS
Exhibit
F

ASPHALT SHINGLE ROOFING

PRODUCT SELECTED DURING

CONSTRUCTION DOCUMENTATION
G
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A23

METAL ROOFING

MCELROY

CHARCOAL

COLOR AND MATERIALS - TOWNHOME A - FRONT LOADED
FRONT ELEVATION 1 3/16" = 1'-0" (24 X 36 SHEET)
C D
D
E F
F
F
E
E
A
A
A

LAP SIDING

HARDIE PLANK LAP SIDING

COLOR TO BE SELECTED BY OWNER
B
B
G
C

BOARD & BATTEN SIDING

HARDIE PANEL VERTICAL SIDING

COLOR TO BE SELECTED BY OWNER

WOOD COLUMN

COLOR TO BE SELECTED BY OWNER

WINDOW TRIM AND FASCIA

FIBER CEMENT

COLOR TO BE SELECTED BY OWNER

DOORS, GARAGE DOORS, AND

GARAGE DOOR TRIM

COLOR TO BE SELECTED BY OWNER
Exhibit
F

ASPHALT SHINGLE ROOFING

PRODUCT SELECTED DURING

CONSTRUCTION DOCUMENTATION
G
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A24

METAL ROOFING

MCELROY

CHARCOAL

COLOR AND MATERIALS - TOWNHOME B - ALLEY LOADED
FRONT ELEVATION 1 3/16" = 1'-0" (24 X 36 SHEET)
A
A A
C

LAP SIDING

HARDIE PLANK LAP SIDING

COLOR TO BE SELECTED BY OWNER
B
B
G
C
C

BOARD & BATTEN SIDING

HARDIE PANEL VERTICAL SIDING

COLOR TO BE SELECTED BY OWNER
D
D
D
E
E E
F
F

WOOD COLUMN

COLOR TO BE SELECTED BY OWNER

WINDOW TRIM AND FASCIA

COLOR TO BE SELECTED BY OWNER

DOORS, GARAGE DOORS, AND

GARAGE DOOR TRIM

COLOR TO BE SELECTED BY OWNER
Exhibit
F

ASPHALT SHINGLE ROOFING

PRODUCT SELECTED DURING

CONSTRUCTION DOCUMENTATION
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A25 COLOR AND MATERIALS - CLUBHOUSE
FRONT ELEVATION 1 3/16" = 1'-0" (24 X 36 SHEET)
A
A
B
B
C
C
D
G
D

METAL ROOFING

MCELROY

CHARCOAL

STONE VENEER

EL DORADO STONE VENEER

FINISH SELECTED BY OWNER

BOARD & BATTEN SIDING

HARDIE PANEL VERTICAL SIDING

COLOR TO BE SELECTED BY OWNER

LAP SIDING

HARDIE PLANK LAP SIDING

COLOR TO BE SELECTED BY OWNER
E
E
F G
F

WOOD COLUMN

COLOR TO BE SELECTED BY OWNER

WINDOW TRIM AND FASCIA

COLOR TO BE SELECTED BY OWNER
Exhibit
F

02 4 8
1/4” = 1’-0” 24X36 SHEET

 
 




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0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A26 TRASH ENCLOSURE
ROOF PLAN 2 1/4" = 1'-0" (24 X 36 SHEET) FRONT ELEVATION 3 1/4" = 1'-0" (24 X 36 SHEET) LEFT ELEVATION 5 1/4" = 1'-0" (24 X 36 SHEET)FLOOR PLAN 1 1/4" = 1'-0" (24 X 36 SHEET) REAR ELEVATION 4 1/4" = 1'-0" (24 X 36 SHEET) RIGHT ELEVATION 6 1/4" = 1'-0" (24 X 36 SHEET) 0’-0”0’-0”
6’-8”6’-8”
11’-9”11’-9”
GROUND F.F.GROUND F.F.

T.O. WALLT.O. WALL
T.O. ROOFT.O. ROOF
A
A A
A
B
B B
B
C
C
C
D
D
D
E
E
E

CMU BLOCK

PAINTED WHITE

CMU BLOCK

PAINTED GRAY

METAL GATES AND POSTS

DARK GRAY

METAL RAFTERS

LIGHT GRAY

STANDING SEAM ROOFING
GRAY
9’-5” INSIDE CLR. AT ROOF LOW POINT. 9’ REQUIRED AT 4-CY BIN 9’-5” INSIDE CLR. AT ROOF LOW POINT. 9’ REQUIRED AT 4-CY BIN Exhibit
F

0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A27 CHARACTER SKETCH - VIEW FROM ARDMORE ROAD Exhibit
F

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C
AA
C
BB
0 20 40 80
1” = 40’-0” 24X36 SHEET
0 8 16 32
1/16” = 1’-0” 24X36 SHEET
0 8 16 32
1/16” = 1’-0” 24X36 SHEET
0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A28 SITE SECTIONS
LONGITUDINAL SECTION LOOKING WEST 3 1" = 40'-0" (24 X 36 SHEET)CROSS SECTION 1 LOOKING NORTH 1 1/16" = 1'-0" (24 X 36 SHEET)CROSS SECTION 2 LOOKING NORTH 2 1/16" = 1'-0" (24 X 36 SHEET) TOWNHOME B - (4 PACK) TOWNHOME B - (4 PACK) TOWNHOME B - (5 PACK) TOWNHOME B - (5 PACK)
TOWNHOME A - (4 PACK) TOWNHOME B - (5 PACK) TOWNHOME B - (4 PACK) TOWNHOME A - (5 PACK)

TOWNHOME B -
(5 PACK)

TOWNHOME B -
(4 PACK)

TOWNHOME B -
(4 PACK)

TOWNHOME B -
(4 PACK)

TOWNHOME A -
(4 PACK)

TOWNHOME B -
(5 PACK)

TOWNHOME B -
(5 PACK)

TOWNHOME B -
(5 PACK)

EXISTING OAK
TREE
PLAZA

TOWNHOME A -
(5 PACK)
UNIT D
UNIT D
UNIT D
UNIT D
UNIT D

UNIT D UNIT B
UNIT C
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT A
824.5’824.5’824.5’
860.85’860.85’860.85’

36.35’

36.35’ 36.35’
AVG. NATURAL GRADEAVG. NATURAL GRADEAVG. NATURAL GRADE

MAX PROPOSED HEIGHT ON SITEMAX PROPOSED HEIGHT ON SITEMAX PROPOSED HEIGHT ON SITE

MAX PROPOSED HEIGHT ON SITE

ARDMORE ROAD

EXTENSION

RECREATIONAL

STORMWATER
BASIN
AVG. NATURAL GRADE: 824.5’
HIGH POINT: 837’LOW POINT: 812’(837’+812’)/2
MAX PROPOSED HEIGHT: 860.85’
HIGHEST ALLEY-LOAD F.F. ON SITE: 830.85’HEIGHT OF BUILDING = 30’830.85’ + 30’ = 860.85’HIGHEST FRONT-LOAD F.F. ON SITE: 831.23’HEIGHT OF BUILDING = 25’831.23’ + 25’ = 856.23’ Exhibit
F

0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A29 DETAIL VIGNETTES

ZERO-OVERHANGGABLE EAVES AT LOT LINE AND OPPOSITE ENDFIBER CEMENT FASCIA BOARD

FIBER CEMENT

FASCIA BOARD

BATTEN AT TRANSITION

FIBER CEMENT LAP SIDING

FIBER CEMENT LAP SIDING

PAINTED WOOD

PORCH COLUMN

PAINTED WOOD

PORCH COLUMN

CONCRETE CAP

CONCRETE CAP

FIBER CEMENT TRIM BOARD

CONTINUOUS METAL FLASHING

ASPHALT SHINGLE ROOF

ACCENT METAL
ROOF

FIBER CEMENT BOARD AND BATTEN SIDING
3 1/2” MINIMUM FIBER CEMENT TRIM BOARD WINDOW SURROUND
3 1/2” MINIMUM FIBER CEMENT TRIM BOARD WINDOW SURROUND
2” MINIMUM SILL EXTENSION BEYOND WINDOW TRIM
2” MINIMUM SILL EXTENSION BEYOND WINDOW TRIM

STONE VENEER

COLUMN BASE

STONE VENEER

COLUMN BASE
7’D X 12’L PORCH

MINIMUM
Exhibit
F

0767-02-HS24
03 APRIL 2026
ARDMORE ROAD A30 WALL SECTIONS

SECTION ASECTION DSECTION GSECTION H

SECTION BSECTION E

SECTION CSECTION F
TOWNHOME LOT 17
TOWNHOME LOT 107TOWNHOME LOT 111
TOWNHOME LOT 79

BASIN C

BASIN C BASIN C
8’-7”
WALL
8’-9”WALL
8’-1”WALL
6’-9”
WALL
8’
WALL



   
  
       
   

 

   
    













   
    









  


   







     
   
  
  
    


      
   







 




  

 


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F

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