HomeMy WebLinkAbout09.02.2025 Final PandZ Agenda Packet
In an effort of transparency, this meeting will be viewable to the public via Live Stream and recorded
and available for playback. In an effort of meeting efficiency, any individual wishing to speak during
citizen comments or during public hearings must submit a speaker request form and provide to the
Recording Secretary.
NOTE: As authorized by Section 551.071 of the Texas Government Code, the Planning and Zoning
Commission may enter into closed Executive Session for the purpose of seeking confidential legal
advice from the Town Attorney on any agenda item listed herein.
A. CALL REGULAR MEETING TO ORDER AND ANNOUNCE A QUORUM PRESENT
B. PLEDGES OF ALLEGIANCE
C. APPROVAL OF MINUTES
C.1. Consider and act to approve the Planning and Zoning Commission June 11, 2025
Regular Meeting Minutes
D. CITIZEN COMMENTS
E. PUBLIC HEARINGS AND ACTION ITEMS
E.1. Hold a public hearing to discuss, consider and act on a request for a specific use
permit and a site plan to allow for a water and sewage pumping station that is located
above grade, located at 16150 Roanoke Road, legally described as Tract 7F,
Abstract 648, Huff, William Survey, HUFF, Town of Westlake, Tarrant County, Texas,
zoned as PD3-9, Circle T Planning Area No. 9 – North Commercial Planned
Development Zoning District (SUP Case No. 2025-01).
E.2. Hold a public hearing to discuss, consider and act on text amendments related to
certain performance standards for approximately 85.9 acres of land in PD, Planned
Development District 1-2 (“PD 1-2”), commonly referred to as Entrada, relating to
architecture and other aesthetic matters found in Ordinance 703 and in the Entrada
Design Guidelines. The property is generally located on the south side of State
Highway 114, to the east of Davis Boulevard, and to the north of Solana Boulevard.
F. COMMISSION ANNOUNCEMENTS
G. STAFF ANNOUNCEMENTS
Planning & Zoning Commission
Town of Westlake
Council Chamber, 1500 Solana Blvd
Building 7, Suite 7100 Westlake, TX 76262
Tuesday, September 2, 2025, 5:00 PM
Agenda
Page 1 of 155
H. REVIEW MEETING CALENDAR TO ADD, AMEND OR CANCEL MEETINGS AS
NEEDED
I. ADJOURNMENT
I certify that the above notice was posted on the bulletin board at Town of Westlake, Town Hall,
located at 1500 Solana Blvd., Building 7, Suite 7100, Westlake, TX 76262, in compliance with the
Texas Open Meetings Act, Chapter 551 of the Texas Government Code.
Recording Secretary
Disabilities Notice: If you plan to attend the meeting and have a disability that requires special needs,
please contact the Town Secretary's Office 48 hours in advance at Ph. 817-490-5711 and reasonable
accommodations will be made to assist you.
Page 2 of 155
Date: September 2, 2025
AGENDA ITEM NO: C.1.
From: Planning and Dev
Item Name: Consider and act to approve the Planning and Zoning Commission June 11, 2025
Regular Meeting Minutes
Attachments:
1. 6.11.25 PandZ Draft Minutes
Summary:
Background:
Fiscal Impact:
Legal Review:
Planning and Zoning Commission:
Department of Planning and Development Recommendation:
The Department of Planning and Development recommends approval of the June 11, 2025 Regular
Meeting Minutes.
Planning & Zoning Commission
AGENDA ITEM REPORT
Page 3 of 155
Page 4 of 155
Page 5 of 155
Page 6 of 155
Date: September 2, 2025
AGENDA ITEM NO: E.1.
From: Jason Alexander, Deputy Town Manager Planning and Dev
Item Name: Hold a public hearing to discuss, consider and act on a request for a specific use permit
and a site plan to allow for a water and sewage pumping station that is located above grade, located
at 16150 Roanoke Road, legally described as Tract 7F, Abstract 648, Huff, William Survey, HUFF,
Town of Westlake, Tarrant County, Texas, zoned as PD3-9, Circle T Planning Area No. 9 – North
Commercial Planned Development Zoning District (SUP Case No. 2025-01).
Attachments:
1. Site Plan Exhibit
2. Site Elevations
3. SUP Narrative
4. Existing Cade Branch Lift Station
Summary:
The Trinity River Association (“TRA”) is requesting a specific use permit and site plan approval to
allow for and to operate a water and sewage pumping station (above grade). While the use is
appropriate for the site and the general area, there are additional provisions for architecture and
landscape architecture that are recommended to ensure the goals for development in PD3-9 are
achieved. The Department of Planning and Development recommends approval of the specific use
permit with the condition that the pumping station be enclosed on all sides by a screening wall
constructed of full-depth natural stone or natural stone veneer.
Background:
BACKGROUND:
On September 14, 1998, the Town Council, then the Board of Alderman, approved Ordinance 307,
which established the Circle T Ranch Planned Development Zoning District Number 3 (“PD3”)
Supplement providing for various development provisions within the Circle T Ranch. On the same
day, the Town Council, then too, the Board of Alderman, also approved Ordinance 315, which
created PD, Planned Development District 3-9 (“PD3-9”) and related regulations for development.
Ordinance 315 provides district development standards for the properties located in the PD3-9,
including but not limited to, the allowed uses, height of the buildings, and minimum lot requirements.
DISCUSSION:
The purpose of PD3-9 is to “provide for a superior design of lots or buildings” as well as to ensure “an
appropriate balance between the intensity of development and the ability to provide adequate
supporting public facilities and services.” The eastern and the southeastern boundaries of PD3-9
provide visibility from State Highway 170; and the land use schedule found in PD3-9 supports a wide
Planning & Zoning Commission
AGENDA ITEM REPORT
Page 7 of 155
range of land uses that are either permitted by-right or that require a specific use permit. The land
use schedule, together with additional urban design standards, are intended to create an
environment with a compatible mixture of activities capable of leveraging a highly visible location
along State Highway 170.
Accordingly, the presence of a water and sewage pumping station (above grade) is a use that is
compatible for the proposed location and the vision for the area that is reflected by the standards
contained within PD3-9. However, the design (i.e., aesthetic) of a water sewage pumping station
(above grade) should be compatible with the existing and future aesthetic of the State Highway 170
Corridor, as the Strategic Plan identifies this critical transportation corridor as a major focus of the
economic development efforts of the Town of Westlake.
The Trinity River Association (“TRA”) is seeking a specific use permit and a site plan approval to
allow for a water and sewage pumping station (above grade), that may be referred to as the Cade
Branch Lift Station, to be built and operated. In PD3-9, water and sewage pumping stations that are
located above grade require a specific use permit to be approved by Town Council. In addition, the
ordinance requires a site plan for any development to be reviewed and approved by the Town
Council. In accordance with the procedures of the Unified Development Code, as amended, the
Town Council may authorize (i.e., approve) the issuance of a specific use permit after
recommendations from the Town Planner and the Planning and Zoning Commission.
The Cade Branch Lift Station, if approved, will consist of:
• Below grade concrete lift station;
• Above grade electrical building;
• Above grade non-hazardous chemical storage tank;
• Above grade diesel powered standby generator;
• Above ground odor control system and; and
• Other appurtenances at the site such as paved access and site lighting.
The station will be used to move sewage and wastewater from a lower elevation to a higher
elevation. As currently proposed, the site will be fenced with a split-face concrete masonry wall with
controlled access gates --- and visually screened with landscaping outside of the proposed fence. An
existing TRA lift station, located to the south at 14357 Roanoke Road, will be decommissioned and
demolished if this specific use permit is approved.
It should be noted that, if the Cade Branch Lift Station is approved, that the facility must comply with
all performance standards for development adopted by the Town of Westlake, as applicable. This
includes, but is not limited to, all applicable provisions found within PD3-9.
Notwithstanding the requirements for landscaping found within PD3-9, the design of the proposed
Cade Branch Lift Station should also meet heightened standards for architecture and landscape
architecture considering its visibility from State Highway 170 and Roanoke Road --- as well as the
future development envisioned and proposed for the surrounding area.
Fiscal Impact:
N/A.
Legal Review:
Page 8 of 155
Planning and Zoning Commission:
Department of Planning and Development Recommendation:
The Department of Planning and Development recommends that the specific use permit and the site
plan for the water and sewage pumping station (above grade) is approved, with the condition that a
screening wall enclosing the station on all sides that is constructed of either full-depth natural stone
material or natural stone veneer (i.e., a split face concrete masonry wall or other similar material that
is faced with natural stone veneer that has a minimum depth of four inches). All fencing surrounding
the water and sewage pumping station (above ground), whether required or provided, shall be inside
of the required visual screening wall.
Page 9 of 155
17'-5"
5'
-
6
"
6'
-
4
"
37
'
-
4
"
9'
-
2
"
16'
40
'
TE
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FORCE MAIN
SEE C-104 FOR GRAVITY
SEWER CONTINUATION
PROPERTY
LINE
MAGNESIUM HYDROXIDE
STORAGE AND PUMPING
CONSTRUCTION
LAYDOWN AREA
PROPOSED
PERMANENT
WALKING PATH
PROPERTY LINE
EMERGENCY
BYPASS
TRANSFORMER
27/PVC/GS MANHOLE
ODOR
CONTROL
N7046111.26
E2358459.98
N7046133.05
E2358233.03
N7046192.89
E2358467.81
RO
A
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E
R
O
A
D
SD
SD
SD
SD
W
W
W
W
W
W
F
WM
F
W
W
W
W
6'
6'
PROPOSED LIMITS
OF FEE SIMPLE
PROPERTY
SEE C-1-16 FOR
FORCE MAIN
CONTINUATION
N7046214.67
E2358240.86
APPROXIMATE FEMA 1%
ANNUAL CHANCE FLOOD
HAZARD BOUNDARY
42'
GENERATOR
AIR
CONDITIONING
UNITS
METER VAULT
VALVE VAULTEMERGENCY BYPASS
GATE
WET WELL
ELECTRICAL
BUILDING
SWITCHGEAR
34'-7"
PAVED
DRIVEWAY
PARKING LOT
SEE C-1-15
GABION
RETAINING WALL
TEMPORARY
CONSTRUCTION
FENCING BY
CONTRACTOR
VA
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W
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30
'
-
1
0
"
SE
W
E
R
EA
S
E
M
E
N
T
WELL
HOUSE
MONUMENT
ROW
PROJECTED
ROAD
CENTERLINE
DUAL EXISTING
4x4 CULVERTS
MARSHALL
BRANCH
TRIBUTARY 7
SEE C-1-11
DEMO EXISTING
TRAIL REMOVE THESE
THREE TREES
WATER LINE
COMM
LINE
APPROXIMATE FEMA 1%
ANNUAL CHANCE FLOOD
HAZARD BOUNDARY
SEWER
PIPE
CASING
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
NORTHERN
DCRWS
REV
JULY 2025
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
23-018
3828.2037
Trinity River Authority of Texas
DATE
DATE DESCRIPTION BY
DAB
BER
CJS
SCW
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENTS
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
CHRISTOPHER J. SWONKE
TEXAS P.E. NO. 136494
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE: 07/31/2025
99% SUBMITTAL
LIFT STATION
OVERALL SITE PLAN
C-161LIFT STATION SITE PLAN
1"=20'-0"
LEGEND
GRAVITY SEWER INTERCEPTOR
FORCE MAIN
PERMANENT SANITARY SEWER EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
ACCESS EASEMENT
PROPERTY LINE
CONCRETE
PROPOSED TREES
FLOODPLAIN
89
C-161 LS OVERALL SITE PLAN.dwg
91
Page 10 of 155
SD
SD
SD
SD
W
W
W
W
W
W
W
W
W
F
WM
F
W
W
W
W
ELECTRICAL
BUILDING
N: 7046292.37
E: 2358118.54
N: 7046298.18
E: 2358118.02
N: 7046268.66
E: 2358199.81
N: 7046286.82
E: 2358119.05
N: 7046272.89
E: 2358365.75
N: 7046270.88
E: 2358375.63
N: 7046280.28
E: 2358483.86
N: 7046262.79
E: 2358457.18
N: 7046274.13
E: 2358493.90
N: 7046250.87
E: 2358458.61
64
0
63
8
63
8
63
9
63
9
641
641
CENTER
N: 7046202.15
E: 2358253.05
CENTER
N: 7046160.89
E: 2358487.17
CENTER
N: 7046167.65
E: 2358245.22
N: 7046214.85
E: 2358240.71
N: 7046193.04
E: 2358467.99
N: 7046132.90
E: 2358232.84
N: 7046111.08
E: 2358460.13
N: 7046258.79
E: 2358362.13
N: 7046250.57
E: 2358468.97
5
1
1
3
2
6
4
24' DRIVING LANE
20' GATE
20' GATE
LIFT STATION PERIMETER WALL
INFLUENT
SEWER
WET
WELL
BACKUP
GENERATOR
FORCE MAIN
SEE SHEET C-1-15
GABION RETAINING
WALL
RO
A
N
O
K
E
R
O
A
D
SWITCHGEAR
TRANSFORMER
EXISTING
PARKING LOT
EXISTING
WORKOUT ZONE
EXISTING
SIDEWALK
24
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639
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2
N: 7046159.86
E: 2358514.26
N: 7046079.87
E: 2358514.56
N: 7046224.96
E: 2358273.59
ROANOKE SOCCER COMPLEX
EXISTING WELL
HOUSE
MONUMENT
642
40
'
TE
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N: 7046277.13
E: 2358488.84
6.
0
0
'
6.
0
0
'
6
GABION
MATTRESS
N: 7046053.23
E: 2358487.77
WATERLINE
PER C-201
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1
4
P
M
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
NORTHERN
DCRWS
REV
JULY 2025
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
23-018
3828.2037
Trinity River Authority of Texas
DATE
DATE DESCRIPTION BY
DAB
BER
CJS
SCW
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENTS
DENTON CREEK REGIONAL
WASTEWATER SYSTEM
CHRISTOPHER J. SWONKE
TEXAS P.E. NO. 136494
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE: 07/31/2025
99% SUBMITTAL
C-163
91
C-163 LS CIVIL SITE PLAN.dwg
KEYNOTES:
CONSTRUCT SALVAGED LIGHT POLE ON NEW FOUNDATION PER DETAIL 4/C-519
CONSTRUCT SIDEWALK PER DETAIL 1/C-518
CONSTRUCT DECOMPOSED GRANITE PATH PER DETAIL 3/C-519
CONSTRUCT 18" PCC STORM DRAIN PER DETAIL 11/C-518
CONSTRUCT 18" FLARED END SECTION PER DETAIL 1/C-519
CONSTRUCT 4'X4' STORM DRAIN INLET PER DETAIL 2/C-520
NOTE:
SEE PAVING PLAN FOR JOINT LAYOUT
1
3
4
2
5
EXISTING ASPHALT PAVEMENT
PROPOSED PCC
EXISTING PCC
LEGEND
DEMOLITION AREA
DECOMPOSED GRANITE
LIFT STATION
CIVIL SITE PLAN
6
93
Page 11 of 155
FIRST FLOOR
643'-6"
SPLITFACE 8" CMU (LIGHT COLORED)
GROUND FACE 8" CMU (DARK COLORED)
GROUND FACE 8" CMU (DARK COLORED)
PRE-FINISHED STANDING SEAM METAL ROOFING
PRE-FINISHED METAL FASCIA TO MATCH ROOF
SPLITFACE 8" CMU (LIGHT COLORED)
5
12
FINISH GRADE -SEE CIVIL GRADING PLAN
8"
6'
-
8
"
8"
2'
-
8
"
GUTTER
CONTINUOUS RIDGE VENT
FIRST FLOOR
643'-6"
GROUND FACE 8" CMU (DARK COLORED)
GROUND FACE 8" CMU (DARK COLORED)
SPLITFACE 8" CMU (LIGHT COLORED)
PRE-FINISHED STANDING SEAM METAL ROOFING
PRE-FINISHED METAL FASCIA TO MATCH ROOF
SPLITFACE 8" CMU (LIGHT COLORED)
11
'
-
1
1
"
FINISH GRADE -SEE CIVIL GRADING PLAN
2'
-
8
"
8"
6'
-
8
"
8"
GUTTER
CONTINUOUS RIDGE VENT
RICHARD E. KIZER
TEXAS ARCH. No: 30684
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
ARCHITECTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
6/30/2025 5:25:39 AM
C:\Revit Local\4665627-221758.A-S-R23_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
DGK
REK
JULY 2025
REK
ELEVATIONS
A-201
4665627-221758.01
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
CSW
07/31/2025
119
1/4" = 1'-0"1 EAST ELEVATION
1/4" = 1'-0"2 WEST ELEVATION
125
Page 12 of 155
1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN
= ELEVATION 643'-6" ON STRUCTURAL DRAWINGS.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ARCHITECT/ENGINEER FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES.
5. MINIMUM JOIST BEARING LENGTH REQUIREMENTS ARE AS FOLLOWS
UNLESS NOTED OR DETAILED OTHERWISE;
A. AT MASONRY WALLS
• "K" SERIES - MIN. 4"
• "KCS" SERIES - MIN. 4"
• "LH" SERIES - MIN. 6"
• "DLH" SERIES - MIN. 6"
B. AT CONCRETE WALLS
• "K" SERIES - MIN. 4"
• "KCS" SERIES - MIN. 4"
• "LH" SERIES - MIN. 6"
• "DLH" SERIES - MIN. 6"
C. AT STEEL BEAMS
• "K" SERIES - MIN. 2 1/2"
• "KCS" SERIES - MIN. 2 1/2"
• "LH" SERIES - MIN. 4"
• "DLH" SERIES - MIN. 4"
6. ROOF MEMBERS TO BE DESIGNED BY CONTRACTOR.
APPLICABLE LOADS:
SNOW LOAD: 3.5 PSF BALANCED LOAD
ROOF LIVE LOAD: 20 PSF
WIND LOAD: 13.75 PSF PEAK INTERNAL PRESSURE
ROOF FRAMING
PLAN GENERAL NOTES:
2
S-106
W8x10
W8x10
W
8
x
1
0
COLD FORMED STEEL JOISTS
800S200-68 @ 2'-0" O.C. TYP
3
S-501
COLD FORMED STEEL TRACK
800T200-68 MOUNTED TO
THE WALL
COLD FORMED STEEL JOISTS
800S200-68 @ 2'-0" O.C. TYP
COLD FORMED STEEL TRACK
800T200-68 MOUNTED TO THE
WALL
1/4" = 1'-0"1 ELECTRICAL BUILDING ROOF FRAMING PLAN
JASON R. FROEHLICH
TEXAS PE No: 149176
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
STRUCTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
6/30/2025 5:23:18 AM
C:\Revit Local\TRA 21-001_CADE BRANCH LS - STRUCTURAL_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
KDF
JRF
JULY 2025
LRC
ENLARGED AREA
FRAMING PLAN AT
ELECTRICAL BUILDING
ROOF
S-106
3828.2037
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
SCW 132
07/31/2025
1/4" = 1'-0"2 ELECTRICAL BUILDING ROOF FRAMING SECTION
138
Page 13 of 155
EX GRADE
641'-0"
TOC
643'-6"
EX GRADE
641.00
GENERATOR
643.75
T/GRADE BEAM
642'-6"
TOP OF WALL
646'-6"4
S-501
TOC
643'-6"
GENERATOR
643.75
T/GRADE BEAM
642'-6"
TOP OF WALL
646'-6"
2
S-102
3/8" = 1'-0"1 ELEVATION
3/8" = 1'-0"2 ELEVATION
JASON R. FROEHLICH
TEXAS PE No: 149176
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
STRUCTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
6/30/2025 5:23:21 AM
C:\Revit Local\TRA 21-001_CADE BRANCH LS - STRUCTURAL_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
KDF
JRF
JULY 2025
LRC
SITE ELEVATIONS I
S-201
3828.2037
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
SCW 133
07/31/2025
139
Page 14 of 155
EX GRADE
641'-0"
EX GRADE
641.00
GENERATOR
643.75
T/GRADE BEAM
642'-6"
3
S-501
GENERATOR
643.75
T/GRADE BEAM
642'-6"
3
S-501
JASON R. FROEHLICH
TEXAS PE No: 149176
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
STRUCTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
6/30/2025 5:23:24 AM
C:\Revit Local\TRA 21-001_CADE BRANCH LS - STRUCTURAL_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
KDF
JRF
JULY 2025
LRC
SITE ELEVATIONS II
S-202
3828.2037
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
SCW 134
07/31/2025
1/4" = 1'-0"2 ELEVATION
1/4" = 1'-0"1 ELEVATION
140
Page 15 of 155
EX GRADE
641'-0"
EX GRADE
641.00
GENERATOR
643.75
T/GRADE BEAM
642'-6"
EX GRADE
641'-0"
EX GRADE
641.00
GENERATOR
643.75
T/GRADE BEAM
642'-6"
JASON R. FROEHLICH
TEXAS PE No: 149176
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
STRUCTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
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C:\Revit Local\TRA 21-001_CADE BRANCH LS - STRUCTURAL_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
KDF
JRF
JULY 2025
LRC
SITE ELEVATIONS III
S-203
3828.2037
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
SCW 136
07/31/2025
1/4" = 1'-0"1 ELEVATION
1/4" = 1'-0"2 ELEVATION
141
Page 16 of 155
T.O. STEEL
663'-0"
T.O. CRANE RAIL
661'-6"
JASON R. FROEHLICH
TEXAS PE No: 149176
THESE DOCUMENTS ARE FOR
INTERIM REVIEW AND ARE NOT
INTENDED FOR CONSTRUCTION,
BIDDING, OR PERMIT PURPOSES.
DATE:
NORTHERN
DCRWS
REV
23-018
Trinity River Authority of Texas
DATE DESCRIPTION BY
STRUCTURAL.rvt
DESIGN
GRAPHICS
CHECK
QM PAGE NO.
SHEET NO.
REGION
SYSTEM
CONTRACT NO.
PROJECT ID NO.
CADD FILE NAME
DATE
99% SUBMITTAL
6/30/2025 5:23:32 AM
C:\Revit Local\TRA 21-001_CADE BRANCH LS - STRUCTURAL_dale.farmerAGQSH.rvt
15CB-1 CADE BRANCH LIFT STATION, EAST LEG
INTERCEPTOR AND FORCE MAIN IMPROVEMENT S
KDF
JRF
JULY 2025
LRC
SITE ELEVATIONS IV
S-204
3828.2037
DENTON CREEK REGIONAL
W ASTEW ATER SYSTEM
SCW 136
07/31/2025
1/4" = 1'-0"1 ELEVATION
1/4" = 1'-0"2 ELEVATION
137142
Page 17 of 155
Mead & Hunt | 6001 Interstate 20 West, Suite 214, Arlington, TX 76017 | 817-719-0372 | meadhunt.com
July 01, 2025
Town of Westlake, Texas
15500 Solana Blvd, Bldg. 7, Ste 7200
Westlake, TX 76262
Subject: Trinity River Authority of Texas
DCRWS 15CB-1 Cade Branch Lift Station
Specific Use Permit – Narrative of Application
To whom it may concern:
The Trinity River Authority of Texas (TRA or Authority) intends to construct a collection system
wastewater lift station, interceptor and force main at the Circle T Ranch and Hwy 170 Associates property
near Roanoke Road and State Highway 170. This letter serves at the summary narrative of request in
support of the Specific Use Permit.
The Cade Branch Lift Station will be located on the west side of Roanoke Road between SH170 and
Parrish Lane, immediately south of the Roanoke Soccer Complex, and will consist of:
• Below grade concrete lift station
• Above grade electrical building
• Above grade non-hazardous chemical storage tank
• Above grade diesel powered standby generator
• Above grade odor control system and
• Other appurtenances at the site such as paved access and site lighting.
The site will be fenced with a split face concrete masonry wall with controlled access gates . Landscaping
outside the fence will be provided.
This project will also include a gravity interceptor and force main. All facilities in this project will be
constructed, inspected, owned and operated by the Authority. Hillwood, the current property owner, has
been consulted at each stage of this project; Hillwood will convey the property and easements to TRA.
The existing lift station, located at 14357 Roanoke Road, will be decommissioned and the property
returned to Hillwood.
Please direct any questions on this project to me at james.mcmillen@meadhunt.com and to the TRA
Project Manager, T. Jacob Rodgers, PE, at rodgerstj@trinityra.org.
Page 18 of 155
Westlake SUP
Page 2
Mead & Hunt, Inc. | 6001 Interstate 20 West, Suite 214, Arlington, TX 76017 | 817-719-0372 | meadhunt.com
Sincerely,
MEAD & HUNT, Inc
James S. McMillen, PE
Senior Project Manager
cc: T. Jacob Rodgers, PE, Trinity River Authority of Texas
Page 19 of 155
Page 20 of 155
Page 21 of 155
Date: September 2, 2025
AGENDA ITEM NO: E.2.
From: Jason Alexander, Deputy Town Manager Planning and Dev
Item Name: Hold a public hearing to discuss, consider and act on text amendments related to certain
performance standards for approximately 85.9 acres of land in PD, Planned Development District 1-2
(“PD 1-2”), commonly referred to as Entrada, relating to architecture and other aesthetic matters
found in Ordinance 703 and in the Entrada Design Guidelines. The property is generally located on
the south side of State Highway 114, to the east of Davis Boulevard, and to the north of Solana
Boulevard.
Attachments:
1. Text Amendment No. 2025-03 (PD Planned Development District 1-2 - DRAFT REDLINES)
2. Entrada Westlake Design Guidelines (Draft Amendments - 09.02.2025)
Summary:
The proposed amendments to the text of PD 1-2 Ordinance are consistent with recent amendments
to other land development regulations and rules in the Unified Development Code.
Background:
BACKGROUND:
The proposed text amendments to the PD, Planned Development District 1-2 (“PD 1-2”) Ordinance
build upon the Strategic Plan --- adopted by the Town Council on February 18, 2025 --- and the
Department of Planning and Development recommends approval of the proposed amendments as
presented.
On April 22, 2013, the Town Council approved Ordinance No. 703, establishing PD 1-2. The purpose
of PD 1-2 is to create an environment in which residential uses, commercial uses, and civic uses may
co-exist in proximity while providing architecture and landscape architecture of an elevated character
and quality.
On December 14, 2015, the Town Council approved Ordinance No. 760, establishing “detailed
design guidelines” that are applicable to development in Entrada (the “Design Guidelines”). The
Design Guidelines have not been revised since December 2015.
Although there have been subsequent amendments to Ordinance No. 703 (e.g., Ordinance No. 830,
Ordinance No. 918, Ordinance No. 934, Ordinance No. 959, Ordinance No. 994, Ordinance No. 997,
Ordinance No. 1001 and Ordinance No. 1022), with the last ordinance introducing new land uses
(i.e., stacked flats) and additional considerations for architecture, there have not been
complementary or supporting updates to the Design Guidelines.
Planning & Zoning Commission
AGENDA ITEM REPORT
Page 22 of 155
As such, the subsequent amendments to Ordinance No. 703 were not always paired with possible
amendments to Ordinance No. 760. Hence, the misalignment between the base provisions for
architecture found in Ordinance No. 703 and the standards for architecture, landscape architecture,
and other aesthetic matters found in the Design Guidelines and other development-related codes,
ordinances, and regulations.
In collaboration with the Developer, the proposed text amendments are intended to align the
architectural standards found in PD 1-2, as established by Ordinance No. 703, with those contained
in the Design Guidelines established by Ordinance No. 760. Moreover, it is also the intent of the
proposed amendments to PD 1-2 and the Design Guidelines to reinforce the distinct and iconic
architecture of Entrada (e.g., Catalan Architecture and Southern European Architecture).
DISCUSSION:
The proposed text amendments to the PD 1-2 Ordinance and to the Design Guidelines --- as shown
in the draft ordinance --- primarily focus on the following:
• Section 2. This section introduces new definitions for “Building Façade”, “Civic Space”, and
“Principal Entrance”.
• Section 3. This Section removes the standards for architecture that are specifically related to
stacked flats in their entirety (i.e., these standards are now contained within Section 11 of the
PD 1-2 Ordinance).
• Section 4. This Section amends and introduces standards for architecture that are related to
residential, non-residential, and mixed-use construction. In particular:
1. Section 11.1 primarily advises that the standards for architecture, landscape architecture, and
other aesthetic matters are reviewed together with those found in the Design Guidelines.
2. Section 11.2 primarily advises that a site plan and building elevation review and approval is
required by the Town prior to the issuance of any construction permit and building permit. This
Section 11.2 also advises that any deviation request from the provisions of Ordinance PD 1-2
concerning matters of aesthetics are subject to review and recommendation by the Planning
and Zoning Commission and approval by the Town Council.
3. Section 11.3 introduces general standards for architecture (e.g., building façades, roofs,
openings, attachments, et cetera) that are consistent with the same provisions found in the
recently adopted TC, town center form-based development district.
4. Section 11.4 clarifies that building elements that are not intended for human occupancy may
exceed the building height limit by up to 20 feet.
5. Section 11.5 clarifies the permitted exterior finish materials that may be used on building
façades up to six (6) stories in height. Exterior finish materials that are above the sixth story
are subject to review and recommendation by the Planning and Zoning Commission and
approval by the Town Council.
6. Section 11.6 introduces minimum standards for the architecture for shopfronts (i.e., a specific
set of requirements for non-residential uses) to stimulate visual interest at the sidewalk level
and provide a delineation between non-residential uses on the first story and uses on the
upper stories. (It should be noted that the previous Section 11.6 regarding awnings, canopies,
awnings, and overhangs is proposed to be deleted).
7. Section 11.7 clarifies the locations and the orientations of principal entrances for principal
buildings.
8. Section 11.8 clarifies the requirements for building articulations and where the requirements
for which building façades that such building articulations will be required.
Page 23 of 155
9. Section 11.9 clarifies the requirements for the exteriors of parking structures and signage and
other visual elements that are necessary to ensure the safety of motorists and pedestrians
alike.
10. Section 11.10 clarifies projections into the public rights-of-way and private rights-of-way and
the architectural requirements for certain projections (e.g., awnings, balconies, canopies,
pedestrian bridges, et cetera).
11. Section 11.11 clarifies the performance standards for outdoor seating areas, outdoor serving
areas, outdoor displays of merchandise, and other business-related activities in anticipation of
forthcoming and future commercial activity within Entrada having the potential to spill out onto
sidewalks. These provisions are similar to those that are found in the recently adopted TC,
town center form-based development district.
12. Section 11.12 clarifies the roofing materials for principal roofs and ancillary roofs, as well as
the maximum pitches for sloped roofs and the minimum requirements for screening building
mechanical equipment located on a low-slope (i.e., flat roof).
13. Section 11.13 advises that all landscaped areas shall be maintained in good condition by the
property owner and that all such landscaped area shall comply with the specific provisions set
forth in the Design Guidelines and in the Unified Development Code. (It should be noted that
the previous Section 11.13 regarding non-residential exterior wall materials is proposed to be
deleted).
14. Section 11.14 clarifies the materials used for gutters and downspouts.
15. Section 11.15 clarifies that all residential, non-residential, and mixed-use construction projects
within PD 1-2 shall conform to all standards for architecture, landscape architecture, and other
matters of aesthetics set forth in Ordinance No. 703 as amended and in the Design
Guidelines. Building permits will not be issued unless they are supported in writing, as
applicable, from the homeowners’ association or the property owners’ association. (It should
be noted that the previous Section 11.15 regarding driveways and sidewalks is proposed to be
deleted).
• Section 5. This Section provides that the revised and the amended Design Guidelines are
attached. The revisions and amendments to the Design Guidelines are coordinated with, and
in alignment with the proposed amendments to the PD 1-2 Ordinance.
The proposed amendments to the text of PD 1-2 Ordinance are consistent with recent amendments
to other land development regulations and rules in the Unified Development Code. Further, the
proposed amendments to the text of PD 1-2 Ordinance and the Design Guidelines are coordinated to
ensure that they can be interpreted and administered as a complete set of provisions for regulating
and guiding development within Entrada.
Finally, these proposed amendments will support and reinforce the vision and the goals of the
recently adopted Strategic Plan. It should be noted that the proposed text amendments were
prepared by the Developer in collaboration with the Office of the Town Manager and the Department
of Planning and Development.
Fiscal Impact:
N/A.
Legal Review:
Planning and Zoning Commission:
Page 24 of 155
Department of Planning and Development Recommendation:
The Department of Planning and Development recommends approval of the text amendments to the
PD 1-2 Ordinance and the Design Guidelines as presented.
Page 25 of 155
ORDINANCE NO. _____
the Town of Westlake, Texas (the “Town”) is a general law municipality;
and
, the Town Council of the Town (the “Town Council”) finds it necessary for
the public health, safety, and welfare for development to occur in a controlled and orderly manner
in accordance with the Town’s Comprehensive Plan; and
the Town Council adopted Ordinance 703 on April 22, 2013 establishing PD
1-2 to provide specific rules and regulations for developing an approximately 85-acre tract of land
Page 26 of 155
ORDINANCE _____
PAGE 2 OF 28
that is generally located to the south of State Highway 114, to the east Davis Boulevard and to the
north of Solana Boulevard; and
WHEREAS, the Town Council adopted Ordinance 760 on December 14, 2015, to provide
additional standards for architecture, for landscape architecture and for other aesthetic matters in
the Westlake Entrada Design Guidelines to reinforce Catalan Architecture in order to enhance and
preserve the unique community identity; and
WHEREAS, the Town Council adopted Ordinance 1022 on May 20, 2025, which among
other things, provided additional standards for architecture and other aesthetics for certain building
types in Entrada; and
WHEREAS, the Town finds that amendments to the various ordinances directing and
guiding the construction and the modification of buildings is in the best interests of the Town and
will ensure that Entrada is a community that is regarded for its walkability, its mixture of activities
and its architecture;
WHEREAS, the Planning and Zoning Commission and the Town Council of the Town, in
compliance with the laws of the State of Texas with reference to amendments to PD 1-2 have given
the requisite public hearing notices by publication and, after holding due meetings in accordance
with the Texas Open Meetings Act, is of the general opinion that PD 1-2 should be amended; and
WHEREAS, the Planning and Zoning Commission held a public hearing on September 2,
2025, and reviewed and considered the proposed text amendments to certain provisions as set forth
in PD 1-2, and provided a recommendation to the Town Council; and
WHEREAS, both the Planning and Zoning Commission and the Town Council recognize
the need to add clarity to provisions of PD 1-2 established pursuant to Ordinance 703, as amended
Page 27 of 155
ORDINANCE _____
PAGE 3 OF 28
subsequently by Ordinances 830, 918, 934, 959, 994, 997, 1001 and 1022 for the implementation
of specific development vision and goals for Entrada.
WHEREAS, upon the recommendation of the Planning and Zoning Commission provided
on September 2, 2025, the Town Council believes that, in the interests of the Town and its present
and future residents, the developer, and the builder, adopting this Ordinance will help to accelerate
the completion of Entrada as well as advance the economic development and physical development
of the Town; and
WHEREAS, both the Planning and Zoning Commission and the Town Council recognize
the need to add clarity to provisions of PD 1-2 established pursuant to Ordinance 703, as amended
subsequently by Ordinances 830, 918, 934, 959, 994, 997, 1001 and 1022 for the implementation
of specific development vision and goals for Entrada.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
WESTLAKE, TEXAS:
SECTION 1: That all matters stated in the preamble are found to be true and correct and
are incorporated herein as if copied in their entirety.
SECTION 2: That Section 3.2 of Article I entitled “General Provisions” as provided in
Ordinance No. 703, and amended by Ordinance 852, Ordinance 935 and Ordinance No. 1022, and
that is entitled “Words and Terms Defined”, is hereby amended by inserting the following new
terms “Building Façade”, “Civic Space” and “Principal Entrance”, and a definition for each term,
in alphabetical order, to read as follows:
Page 28 of 155
ORDINANCE _____
PAGE 4 OF 28
Building Façade means an exterior wall of a building.
Civic Space means an outdoor area that is dedicated for public use. A civic space may be or
may not be privately owned and maintained, and a civic space may be or may not be located
within this PD 1-2 (i.e., it may be located on an adjacent property and have a different zoning
classification).
Principal Entrance means the main point of pedestrian access into a building.
SECTION 3: That Section 4.2 of Article II that is entitled “Uses” as provided in Ordinance
No. 703, and amended by Ordinance No. 852, Ordinance No. 935 and Ordinance No. 1022, and
that is entitled “Residential Condominiums”, is hereby amended to read as follows:
Section 4.2 Stacked flats: Stacked flats are allowed by-right and only in the areas as shown in
Exhibit 6, subject to the following additional standards:
1. Stacked Flats are prohibited on the first floor; and shall be expressly limited to the upper
floor(s) of the mixed-use buildings in which they are located.
2. Stacked Flats constructed on or after May 20, 2025 shall provide a minimum habitable area
of 1,800 square feet.
3. The first floor for all principal buildings in which Stacked Flats are located shall be
expressly limited to the non-residential uses that are either permitted by-right or permitted
by approval of a SUP. Recommended or advised commercial uses on the first floor include:
a. a bakery;
b. a bistro;
Page 29 of 155
ORDINANCE _____
PAGE 5 OF 28
c. a café;
d. a coffee shop;
e. a corner market or a corner store;
f. a dry cleaner;
g. a pharmacy;
h. a restaurant; and / or
i. a destination or a neighborhood-oriented retail establishment.
4. All openings for doors and windows along building facades facing a street or open
space be vertical in orientation and rectangular in proportion, except for shopfront
display windows and transom windows.
5. The principal roofs for all buildings with stacked flats may be sloped or flat; where
flat, the roof shall be surrounded on all sides by a horizontal parapet wall that is no
less than 42 inches high where the roof deck meets the parapet wall.
a. All building mechanical equipment located on a flat roof shall also be visually
screened from all sides by either an opaque screen enclosure or by parapet
walls, either of which shall be at least 12 inches greater in height than the
equipment.
6.4. The first floor for all principal buildings in which Stacked Flats are located shall be
designed as a shopfront in which all the following architectural features and elements shall
be provided as set forth in Section 11 of this Ordinance, along any building façade
fronting a street, a civic space, or a canal. For buildings with multiple building façades
fronting a street, a civic space or a canal, the Town Manager shall determine which
building façade shall be required to provide a shopfront along the first floor:.
Page 30 of 155
ORDINANCE _____
PAGE 6 OF 28
a. Shopfronts shall be constructed of custom metal work, stone, stucco, and steel
frame. Shopfronts constructed of extruded aluminum frames or aluminum
panels shall be expressly prohibited.
b. The shopfront shall be no less than 70 percent glazed in glass for the total
building wall area between two feet and 12 feet above the adjacent sidewalk.
The shopfront glazing shall have both display windows and transom windows.
c. All transom windows shall have dividing muntins; and shall be free of signage.
d. Shopfronts shall require a minimum 18-inch-high knee wall. Knee walls shall
be a maximum of 36 inches high above the adjacent sidewalk. All knee walls
shall be designed as an integral component of the overall shopfront.
e. Shopfront doors shall be recessed from the building façade to allow the door
(or the doors) to swing out without obstructing pedestrian flow on the adjacent
sidewalk. Where appropriate, sliding doors and / or sliding windows that allow
the activity of the business to open adjacent to and onto the adjacent sidewalk
may be installed for cafés, restaurants, and other food service establishments,
subject to review and approval by the Town Planner.
f. Wall signs, if permitted, and subject to review and approval by the Town
Planner, shall only be installed above transom windows. In lieu of installing a
wall sign, one blade sign for each first floor business, no more than six square
feet each, may be permanently installed perpendicular to the building façade.
All blade signs shall clear a minimum of eight feet above the adjacent sidewalk.
Businesses on corner lots may install one blade sign per street frontage.
Page 31 of 155
ORDINANCE _____
PAGE 7 OF 28
7.5. Except as otherwise provided in this Section 4.2, the design of all Stacked Flats shall fully
comply with all of the standards for architecture, landscape architecture and other
aesthetic matters that are found in Section 11 of this Ordinance and the provisions as
set forth in the Westlake Entrada Design Guidelines.
Planner Manager shall not have authority to administratively approve any
deviations or exceptions to the minimum habitable area required for a Stacked Flat or the
required non-residential uses on the first floor.
SECTION 4: That Section 11, entitled “Building Design Elements”, as provided in
Ordinance No. 703, and amended by Ordinance No. 852, Ordinance No. 935 and Ordinance No.
1022, and that is entitled “Residential Condominiums”, is hereby amended to read as follows:
SECTION 11 BUILDING DESIGN ELEMENTS
These standards specify the minimum requirements for materials and design for all building
walls, roofs, openings and other elements, and intend to produce visual compatibility among
residential, non-residential and mixed-use buildings and to promote a unique identity for the
community that grows Catalan Architecture. Unless otherwise noted below, all construction
and all modifications proposed within this PD 1-2 shall be designed in strict accordance with
these minimum requirements. Where a specific provision or provisions of this Section are in
conflict with the Westlake Entrada Design Guidelines attached as Exhibit 4, the provisions
of this Section shall take precedence and they shall prevail. Where provisions of this Section
are silent, then the Westlake Entrada Design Guidelines shall take precedence, and they shall
prevail. The standards and criteria contained in this Section shall be the minimum standards
Page 32 of 155
ORDINANCE _____
PAGE 8 OF 28
for all new development. Where the regulations of this Section conflict with the Town of
Westlake Zoning Ordinance and/or Subdivision Ordinance, the regulations of this Section
shall apply.
Section 11.1 Architecture General
Page 33 of 155
ORDINANCE _____
PAGE 9 OF 28
Guidelines submitted as Exhibit 4 to this Ordinance. In particular, the architectural style for
Entrada shall focus on the following:
Section 11.2 Site Plan and Building Elevation Review
Page 34 of 155
ORDINANCE _____
PAGE 10 OF 28
a material change to the design guidelines will be considered a zoning change and subject to
the required zoning change process.
Section 11.3 General.
5. The exterior finish materials used on all Building Façades shall be consistent in their
details and their applications around all elevations, and be consistent in construction
quality around all elevations to the satisfaction of the Town Manager.
6. The exterior finish materials specified in this Section refer to actual building products
and not imitations of those products.
7. The changes in exterior finish materials on all building façades shall only be along a
horizontal line, with the heavier exterior finish material below the lighter, and express
visual load-bearing conditions even if the exterior finish material is not load-bearing.
8. The building façades of all buildings shall show no more than two (2) exterior finish
materials, excluding foundations, trim, and other similar architectural features.
9. The colors of all buildings shall be expressly limited to only those that are listed in the
Westlake Entrada Design Guidelines.
10. The openings for doors and the openings for windows shall be evenly spaced along all
building façades facing a street, a civic space or a canal in order to create a visually
harmonious architectural composition.
11. The header heights for doors and for windows shall be consistent along all building
façades facing a street, a civic space or a canal.
Page 35 of 155
ORDINANCE _____
PAGE 11 OF 28
a. All openings along any building façade facing a street, a civic space and a canal
shall be vertical in proportion and rectangular in shape, with the exception of
transoms and shopfronts.
12. Doors and windows that operate as sliders are prohibited along all building façades.
All doors and all windows shall be located within the building façade such that wall
thickness is perceived from the exterior of the building, in strict accordance with the
configurations and the techniques as found existing in the Westlake Entrada Design
Guidelines.
a. Flush-mounted doors and flush-mounted windows are expressly prohibited.
13. The pedestrian entrances to Stacked Flats on the upper floors of mixed-use buildings
shall be at sidewalk grade.
a. Pedestrian entrances are not permitted to have ramps and / or stairs.
14. The front building façades of single-family detached residential units and townhomes
shall limit openings for doors and openings for windows to a maximum of 40 percent
of the total building wall area.
15. All columns, piers and posts shall be no less than 12 inches in width and 12 inches in
depth.
a. Columns and piers shall be made of a natural stone material.
b. Posts shall be made of a wood material.
c. The spacing between all columns and posts shall form bays that are vertical or
square in proportion.
16. The building façades of mixed-use buildings shall visually differentiate first floor non-
residential uses from Stacked Flats on the upper floors with distinguishing elements
Page 36 of 155
ORDINANCE _____
PAGE 12 OF 28
including, but not limited to, architectural projections, awnings, changes in exterior
finish materials, changes in windows, cornice lines and other similar architectural
elements.
17. Building mechanical equipment shall be visually screened, and shall not be located
along lot lines bordering a street, a civic space or a canal.
18. Building mechanical equipment located on roof tops shall be visually screened from
all sides by either an opaque screen enclosure or parapet walls, either of which shall
be at least 12 inches greater in height than the equipment.
19. Building mechanical equipment located in the rear yard and the side yard shall be
visually screened from streets, civic spaces and canals by either a screening structure
constructed of natural stone matching the adjacent building façade, or by landscape
either of which shall be equal to or greater than the height of the equipment.
20. Outdoor refuse / recycling collection receptacles shall only be located in the rear yard
and the side yard. All outdoor refuse / recycling receptacles shall be visually screened
on all sides by an opaque wall constructed of natural stone with the exception of the
access doors only, and that is equal to or greater than the height of the receptable. All
access doors into outdoor refuse / recycling receptacles shall be constructed of opaque
metal that matches the height of the wall. Lids are required on all outdoor refuse /
recycling receptacles that are not in a roofed enclosure.
Section 11.3 4 Architectural EmbellishmentsBuilding Elements
Page 37 of 155
ORDINANCE _____
PAGE 13 OF 28
Building elements that are not intended for human occupancy or for human use including,
but not limited to, belfries, clock towers, elevator bulkheads, and masts, may exceed the
building height limit by up to 20 feet.
Section 11.4 5 Residential Exterior Wall Exterior Finish Materials:
Page 38 of 155
ORDINANCE _____
PAGE 14 OF 28
be laid in accordance with the configurations and the techniques as found existing in
the Westlake Entrada Design Guidelines. Stucco shall only be used as a secondary
exterior finish material and shall not exceed 20 percent of the total building wall area,
with each building façade being calculated independently. Fired clay brick and wood
siding may only be used as an accent exterior finish material and shall not exceed 10
percent of the total building wall area, with each building façade being calculated
independently. For buildings that are located within the Building Height Waiver Sub-
Area, architects may present exterior finish materials other than those specified in
this Section and the Westlake Entrada Design Guidelines along the sixth floor and
above only, provided that such exterior finish materials shall be subject to review and
a recommendation by the Planning and Zoning Commission and approval of the
Town Council. Prohibited exterior finish materials shall not be allowed on building
façades at the sixth floor and aboveOnly durable materials shall be allowed as
primary exterior wall materials. Primary materials include clay fired brick, natural
stone, granite, marble, stucco, and, when approved by Town Council, manufactured
stone. Native Texas stone materials shall be of primary consideration in the building
material selection process.
a. All fired clay brick shall conform to the following:
i. Fired clay brick shall be unpainted and of integral color.
b. All natural stone shall conform to the following:
i. Stone shall be natural rock and sourced from the region; AND
ii. Stone shall be laid dry-stack or mortared; AND
iii. Stone shall appear to be load-bearing and not applied; AND
Page 39 of 155
ORDINANCE _____
PAGE 15 OF 28
iv. Stone shall be integral color and shall not be painted
c. All stucco shall conform to the following:
i. Stucco shall be masonry, shall have three (3) traditional coats and shall
have a smooth sand-finish.
d. All wood shall conform to the following:
i. Exposed exterior wood shall be painted or sealed and stained.
2. Cementitious fiber board, Exterior Insulating and Finish Systems (E.I.F.S.) and vinyl
are expressly prohibited.
3. Where provided, all outbuildings, all sheds and all storage structures shall match the
exterior finish materials and the roof and the color of the principal building.
2. Primary materials shall comprise as least eighty (80) percent of each floor, exclusive
of doors and windows. EIFS shall not be used as an exterior building material.
3. Only primary building materials are allowed on the first floor, exclusive of doors,
windows, and their accompanying frames. For purposes of this section, the first floor
shall be at least nine (9) feet high.
4. Secondary materials used on a building fa9ade are those which comprise less than a
total of twenty (20) percent of an elevation area. Permitted secondary materials are
all primary materials, aluminum or other metal, cedar or similar quality decorative
wood, or other materials as approved by the Town Manager.
5. Four-Sided Building Design: All buildings shall be architecturally finished on all sides
with the same materials, detailing, and features.
6. Single-family detached houses and Townhomes or villas must have 80% stone
exterior wall materials.
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onto the public sidewalk may be installed for cafés, restaurants, and other food service
establishments, subject to approval by the Town Manager.
5. All shopfronts shall be glazed with clear glass for no less than 70 percent of the first
floor building façade as measured between the finished floor and the finished ceiling
including the knee wall and the glass area of the front door. All shopfront glass shall
be no more than 10 percent tinted. The use of mirrored glass and reflective glass shall
expressly prohibited.
a. Shopfront windows may include transom windows; and the transom windows
shall have dividing muntins and shall be free of signage.
b. Shopfront windows may encroach into the front setback up to five (5) feet in
depth.
c. Shopfront windows may include awnings.
6. Solid metal security gates and solid roll-down shutters are not permitted. Interior link
or grill security devices shall only be permitted if they can be completely enclosed or
hidden from view when not in use, and shall be subject to review and approval by the
Town Manager.
7. The design for first floor commercial spaces shall anticipate restaurant requirements.
Accommodation for restaurant venting and sewage utilities including, but not limited
to grease traps and interceptors, shall be designed into the building. All designs shall
anticipate potential commercial power and gas load needs. In addition, buildings shall
also provide maximum clear space between interior columns for first floor retail and
activity spaces.
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8. Wall signs, if permitted, and subject to review and approval by the Town Manager,
shall only be installed above transom windows.
Section 11.5 7 Building Orientation and Building Entries
2. All first floor non-residential tenant spaces shall have a principal entrance along the
front building façade, except where multiple tenants are sharing a space not separated
by full interior partition walls. Principal entrances may also be located at building
corners for non-residential tenant spacesEach building and separate lease space at
grade along the street edge shall have a functioning "Primary Entry" from the
sidewalk. Comer entries may count as a Primary Entry for both intersecting street
fronts.
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1. Structural awnings are encouraged at the ground level to enhance articulation of the
building volumes.
Section 11.7 8 Building Articulation
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1. That portion of the building where retail or service uses take place on the first floor
shall be accentuated by including awnings or canopies, different building materials,
or architectural building features.
Section 11.8 9 Above-Grade Structured Parking
1. The exteriors of all parking structures shall be finished with natural stone on all sides.
Synthetic materials are permitted, provided that they have the appearance of natural
stone, subject to review and approval by the Town Manager.Where parking garages
are within views of streets or adjacent property, the portion of the parking garage
that is visible shall have an architecturally finished fa9ade compatible with the
surrounding buildings and shall look more like regular buildings than parking
structures or as approved by Town Council via the Site Plan approval process.
2. Entries and exits to and from parking structures shall be clearly marked for both vehicles
and pedestrians by materials, lighting, signage and other similar visual elements , etc.,
to ensure pedestrian safety on sidewalks and walking paths to the satisfaction of the
Town Manager.
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9 10 Architectural Projections into Rights-of-Way
Buildings shall be permitted to have architectural projections as described below, provided
that (i) no architectural projection shall be allowed to encroach into any easement; (ii) no
architectural projection shall be allowed to encroach into any portion of the public right-of-
way of State Highway 114, Solana Boulevard, and Farm-to-Market Road 1938 (i.e., Davis
Boulevard); (iii) and the property owner, the developer, or the builder shall provide a written
promise to the Town Manager to procure and to maintain general liability insurance for any
architectural projection constructed in the public rights-of-way, except for those rights-of-
way noted above. Any architectural projections in the private rights-of-way shall be subject
to applicable review and approval by the homeowners’ association or the property owners’
association for EntradaThe following projections shall be permitted into a public easement
or right-of-way, provided that 1) no projection shall be permitted into a public easement or
right-of-way of SH 114, Solana Boulevard and FM 1938 (Davis Blvd.); 2) such projections
do not extend over the traveled portion of a roadway; 3) the property owner has assumed
liability related to such projections; and 4) the property owner shall maintain such
projection in a safe and non-injurious manner.
Where provided, all architectural projections including, but not limited to, balconies,
bay windows, cornice lines, roof eaves, shopfront display windows, signage, trim and
other similar architectural elements may project horizontally from Building Façades
along a street, a civic space or a canal a maximum of four (4) feetOrdinary building
projections, including, but not limited to water tables, sills, belt courses, pilasters, and
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cornices may project up to twelve (12) inches beyond a building face or architectural
projection.
2. Roof eaves may project up to thirty-six (36) inches beyond the building face or
architectural projection.
3. Architectural projections, including balconies, bays, towers, and oriels; show
windows (1st floor only); below grade vaults and areaways; and elements of a nature
similar to those listed; may project up to forty-eight (48) inches beyond the building
face.
2. Where provided, all awnings and canopies shall project horizontally from Building
Façades along a street, a civic space or a canal for a minimum of six (6) feet. Canopies
shall have a minimum vertical clearance of at least 10 feet.
a. All awnings shall be sloping rectangles without side soffit panels and bottom
soffit panels and shall be made of a canvas material, a glass material, a metal
material, or a wood material.
b. All canopies shall be made of a metal material, a wood material or combination
of both. All canopies shall be supported by metal posts or wood posts, and shall
be brought to grade as piers of natural stone.
c. Backlighting of awnings from under or inside is prohibited.
4.3. Awnings shall be sloping rectangles without side soffit panels or bottom soffit panels
and shall be made of a canvas material, a glass material or a metal material that is
complementary to the architectural style of the building. Canopies shall be made of a
metal material and a wood material complementary to the architectural composition
of the building. No awning or canopy shall project horizontally to within two (2) feet
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of the back of curb of any public rights-of-way or private rights-of-way. No awning
or canopy shall limit vehicular access, pedestrian access or emergency accessCanopies
and/or awnings may project from the building face and may extend into rights-of-
way if a minimum sidewalk clearance and/or distance to a street tree of six (6) feet is
maintained. Additionally, they may be extended or be within eight (8) inches of the
back of curb if used to provide a covered walkway to a building entrance and as long
as any canopy/awning support is no closer than eighteen (18) inches from the back of
curb.
5. Below-grade footings approved in conjunction with building permits.
4. Where provided, all balconies that project horizontally from a Building Façade shall
be visibly supported by brackets of an appropriate scale.
a. Balconies may be recessed into the main volume of a building for a maximum
of 50 percent of their depth.
6.5. Pedestrian Bridges shall be permitted to extend over public rights-of-way, private rights-
of-way, and / or private access easements provided that a minimum vertical clearance of
14 feet from side to side, or 1 7' 17 feet from the high point of an arch. Pedestrian bridges
shall be constructed primarily of natural stone and shall otherwise be subject to
design review and approval by the Town Manager.
Section 11.10 11 Extensions into Rights-of-WayOutdoor Activities.
All first floor non-residential uses may utilize the public rights-of-way and / or the private
rights-of-way for outdoor seating areas, for outdoor serving areas, for outdoor displays of
merchandise and for other business-related activities provided a minimum contiguous clear
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path of six (6) feet to be maintained. Outdoor seating areas, outdoor serving areas, outdoor
displays of merchandise and other business-related activities shall be prohibited along State
Highway 114, Solana Boulevard and Farm-to-Market Road 1938 (i.e., Davis Boulevard). All
outdoor serving areas shall be separated from all streets and all civic spaces by using railings,
wrought-iron fencing, landscape, planters and other suitable materials subject to review and
approval by the Town Manager. All outdoor seating areas, outdoor serving areas, outdoor
displays of merchandise and other outdoor business-related activities shall be maintained in
good condition so as to present a healthy, neat and orderly appearance for Entrada.Outdoor
eating areas and outdoor display of retail items for sale may extend into rights-of-way if a
minimum sidewalk clearance and/or distance to a street tree of three (3) feet is maintained,
provided that no extensions shall be permitted into a public easement or right-of-way of SH
114, Solana Boulevard and FM 1938 (Davis Blvd.). Additionally, a five-foot (5) clear access
path must be maintained along the edge of curb within Public Right of Way.
11 12 Roofing MaterialPrincipal Roofs and Ancillary Roofs.
Within this PD 1-2, principal roofs shall either be sloped or low-slope (i.e., flat). All principal
roofs for single-family detached residential units and townhomes shall be sloped only; and
principal roofs for non-residential buildings and mixed-use buildings may either be sloped
or flat. All sloped principal roofs shall be clad in natural clay material and shall have a
maximum angle of 6:12. Flat roofs shall be surrounded on all sides by a horizontal parapet
wall that is at least 42 inches high where the roof deck meets the parapet wall. Ancillary roofs
provided for balconies, for bay windows, for patios, for porches and for all other similar
architectural projections shall either be clad with a natural clay material or a standing seam
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metal material, and shall have a maximum angle of 3:12. Composition roofing materials are
expressly prohibitedRoofing materials shall be limited to materials approved by the adopted
building code that are either natural slate or authentic clay tile, or have the appearance of
slate or clay tile when approved by the Town. Flat roofing systems where appropriately
masked from street-level view corridors by parapets and/or other architectural features are
permitted. Standing seam metal roofing may be used only for minor areas such as porches
and patios and in areas not generally visible. No composition roofs are allowed.
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1. Woodburning outdoor fireplaces and outdoor firepits shall be allowed, provided that
all such fireplaces and firepits shall be separated from all combustible structures and
trees by the minimum distance as found existing in the International Fire Code.
Section 11.14 Gutters and Downspouts.
and down spouts shall either be made of anodized metal or copper and, where
gutters are visible from a street or an open space, they shall all visible gutters to be constructed
as half-round design.
Section 11.15 Driveways and sidewalks
All driveways and sidewalks, other than common area sidewalks, shall be stamped with a Entrada
unique Cobblestone Pattern (to be approved by the Town), stained or have an exposed aggregate
finish, as allowable to conform to ADA standards.
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SECTION 5: That the revised and amended Westlake Entrada Design Guidelines attached hereto
as EXHIBIT “4” is hereby revised and amended as shown.
SECTION 6: That this Ordinance shall be cumulative of all the other Ordinances adopted by the
Town and all of the provisions of other Ordinances as adopted by the Town which are inconsistent with the
provisions or terms of this Ordinance are hereby repealed.
SECTION 7: That any person, firm or corporation violating any of the provisions or terms of this
Ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town, and
upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00)
for each offense. Each day that a violation is permitted to exist shall constitute a separate offense.
SECTION 8: This Ordinance shall take effect immediately from and after its passage as the law
in such case provides.
SECTION 9: It is hereby declared to be the intention of the Town Council of the Town, that any
sections, paragraphs, clauses and phrases of this Ordinance are severable and if any phrase, clause, sentence,
paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid
judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall
not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since
the same would have been enacted by the Town Council of the Town without the incorporation in this
Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section.
SECTION 10: This ordinance shall take effect immediately from and after its passage as the law
in such case provides.
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_____________________________
Mayor
Town Secretary
Town Attorney
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ENTRADA DESIGN GUIDELINES
prepared by Merriman Associates Architects
11.23.2015
revised 12.18.2015
revised 09.16.2025
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01 - INTRODUCTION
STREETSCAPE, COURTYARDS, AND WALLS
04 - EXTERIOR PAVING
5 - EXTERIOR PAVING
6 - EXTERIOR PAVING
7 - EXTERIOR PAVING
8 - RETAINING WALLS
9 - RETAINING WALLS
10 - RETAINING WALLS
11 - RETAINING WALLS
12 - COURTYARDS AND PATIOS
13 - COURTYARDS AND PATIOS
14 - COURTYARD WALLS
15 - COURTYARD WALLS
16 - ARCHES
17 - ARCHES
18 - ORNAMENTAL METALWORK
19 - ORNAMENTAL METALWORK
20 - GATES
21 - GATES
22 - LANDSCAPE
23 - LANDSCAPE
24 - EXTERIOR LIGHTING
25 - EXTERIOR LIGHTING
26 - PUBLIC ART
VILLAGE CORE
28 - EXTERIOR WALLS
29 - EXTERIOR WALLS
30 - COLOR PALETTE
31 - TOWERS
32 - TOWERS
33 - DOOR SURROUNDS
34 - DOOR SURROUNDS
35 - WINDOW SURROUNDS
36 - WINDOW SURROUNDS
37 - EXTERIOR DOORS
38 - COMMERCIAL EXTERIOR ENTRANCES
39 - COMMERCIAL EXTERIOR ENTRANCES
40 - COMMERCIAL EXTERIOR SERVICE DOORS
41 - COMMERCIAL EXTERIOR SERVICE DOORS
42 - EXTERIOR DOOR HARDWARE
43 - EXTERIOR DOOR HARDWARE
44 - EXTERIOR WINDOWS
45 - EXTERIOR WINDOWS
46 - RETAIL STOREFRONTS
47 - RETAIL STOREFRONTS
48 - GALLERY & PORCH SOFFITS
49 - PITCHED ROOFING
50 - PITCHED ROOFING
51 - FLAT ROOFING
52 - BUILDING CORNICES
53 - BUILDING CORNICES
54 - FIREPLACES AND CHIMNEYS
55 - FIREPLACES AND CHIMNEYS
56 - GUTTERS, DOWNSPOUTS, SCUPPERS
57 - GUTTERS, DOWNSPOUTS, SCUPPERS
58 - BALCONIES
59 - BALCONIES
60 - AWNINGS
61 - AWNINGS
62 - SHUTTERS
63 - SHUTTERS
64 - SIGNAGE
65 - SIGNAGE
66 - FLAGS & BANNERS
67 - FLAGS & BANNERS
68 - ADDRESS NUMBERS
69 - SITE ENCLOSURES
FEE-SIMPLE RESIDENTIAL
72 - SINGLE FAMILY RESIDENCES
73 - FEATURES OF LOT OCCUPANCY
74 - STREET FRONTAGE
75 - FRONT YARD BUILD TO ZONE
76 - REAR YARD BUILD TO ZONE
77 - REAR YARD BUILD TO ZONE
78 - SIDE YARDS
79 - BLOCK GROUP CONTINUITY
80 - RESIDENTIAL EXTERIOR ENTRANCES
81 - RESIDENTIAL EXTERIOR GARAGE
82 - RESIDENTIAL DOOR HARDWARE
83 - RESIDENTIAL EXTERIOR GARAGE
HARDWARE
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Introduction:
The following document presents those design and construction quality guidelines
contains specific standards for architecture, landscape architecture and other matters
of urban design that are applicable to new construction and to the modification of
existing construction within PD, Planned Development District 1-2 (“PD 1-2”) for the
Entrada Development (“Entrada”). The specific standards contained in these Design
Guidelines for PD1-2 has both contain building regulations and rules for a residential
construction, and non- residential componentconstruction and mixed-use construction.
Unless otherwise provided for in these Design Guidelines for PD 1-2, the specific standards
shall apply to all residential construction, non-residential construction and vertical mixed-
use construction. Those guidelines applicable exclusively to residential or non- residential
uses are called out by land use. Those guidelines not specified as residential or non-
residential are applicable to both land uses.
There are two primary purposes accomplished through this document. These purposes
are:
1. Construction Quality: Modern construction technology is most adept at allowing
/ facilitating the delivery of traditional and historic architectural details and themes
through cost effective and fast building methods/ systems. An industry of preformed
shapes, plasticized material, faux materials, attachment systems, material unitization, etc.
has arisen around replication of traditional and historic architectural details. However,
visual replication often fails to also deliver the essence of craftsmanship that is so much
a part of the traditions that the market reveres. The Town of Westlake seeks to introduce,
to preserve and to reinforce, an iconic mixed-use environment that is inspired by Catalan
Architecture and, in specific instances (e.g., non-residential construction and mixed-use
construction), other architectural styles that have Mediterranean and Southern European
influences. These influences shall be evidenced in the palette of materials for building
walls, roofs, openings, attachments and other architectural elements, as well as the
quality and craftsmanship of the building techniques and practices in the creation of a
Catalonian/European Village look, the evidence of artisanship
and craftsmanship that is so essential to that look. Therefore, these guidelines establish
additional specifications for establish materials, dimensions, and workmanship standards
aimed at use of materials that can be crafted and engagement of construction
techniquesthat enhance the minimum standards for architecture, landscape architecture
and other aesthetic matters contained in the PD 1-2 Ordinance.
2. Capturing Essential Visual Qualities of the Catalonian Architecture/European
Archetype: Although the specific standards contained within these Design Guidelines
intentionally allow room for architectural experimentation, architectural exploration and
architectural expression, the proposed construction and the proposed renovation of all
buildings, landscaping and other improvements shall reflect and reinforce architecture,
landscape architecture and a community identity derived from practices and
techniques commonly found in and indigenous to Catalonia and other regions of
Southern Europe bordering the Mediterranean Sea Overall planning and building
arrangement should create a compact pedestrian-scaled environment mimicking the
scale and livability of a small, Catalonian/European Village that has evolved organically
over hundreds, if not thousands of years. Individual buildings should be designed to
reinforce the pedestrian-orientation of the village, with an extreme focus on attention to
detail and the inclusion of four-sided building design within the framework of the small
Catalonian/European Village upon which this community
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is based. The distinct physical outcomes of directed and guided by these Design
Guidelines are focused delivery system will be built around construction details, methods,
and systems based on modern veneer construction practices that are primarily
disciplined by the building materials, configurations and techniques of a Catalan
Village. Closure, edge/corner, portal, and base details associated with veneer
construction will be designed to emulate the construction method of the medieval
Catalonian/European Village. The present day architect, builder, and tradesman is
faced with a need to translate the essence of the style through creative construction
details that yield the similar appearance of Catalonian/European construction and
detailing.
The following Design Guidelines are intended to address these two important
outcomespurposes and, in so doing, shall deliver a community of extraordinary
aesthetic value that is worthy of emulation within and around the Town of Westlake
promote a project for Westlake that is truly unique in the Metroplex and an
achievement for both the developer and the Town.
The term “SHALL” as used herein means that the specific provision is required. The term
“SHOULD” as used herein means that the specific provision is highly recommended. The
term “MAY” means that the specific provision is optional. The term “APPROVAL” as used
herein means approval of the PD Site Plan as submitted in accordance with the
governing PD1-2 ordinance Ordinance and any other written approvals received, as
applicable, from the Town Manager and / or their designee, the Planning and Zoning
Commission and the Town Council for any deviation from these Design Guidelines.
Unless otherwise expressly prohibited by the PD 1-2 Ordinance, a property owner or a
developer may appeal any determination from the Town Manager and / or their
designee to the Town Council, with a recommendation provided by the Planning
and Zoning Commission Opportunities to appeal to the Town of Westlake Planning
and Zoning Commission and Town Council are in place if approval is not provided
by Town staff.
01
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STREETSCAPE, COURTYARDS, AND WALLS
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Exterior Paving
For the purposes of this Section, the term “Exterior Paving” is defined as the surface treatment of
roadways, walkways, parking areas, and plazas.
Material:
• Public Roadways and Public Parking Areas: shall be Integrally integrally colored concrete
pavers. The roadway and parking paving color for Entrada will shall be determined by the
Town Manager or their designee based on field samples, and one sample will shall be selected
as the color standard against which the use of color throughout the project willshall be
compared for consistency. Refer to the approved Master Paving Plan for locations and
pattern coordination with horizontal street alignment.
• Public Sidewalks and Trails: shall be cast- in- place concrete. The sidewalk and
trail paving color and texture for Entrada will shall be determined by the Town
Manager or their designee based on field samples and one sample will shall be
selected as the color standard against which the use of color throughout the project
willshall be compared for consistency. Refer to the approved Master Paving Plan for
locations.
• Private Roadway and Parking Areas: shall be Integrally integrally colored
concrete pavers. The roadway and parking paving color for Entrada will shall be
determined based on field samples and one sample willshall be selected as the color
standard against which the use of color throughout the project willshall be compared
for consistency. Refer to the approved Master Paving Plan for locations.
• Private Sidewalks: shall be Cast cast-in- place concrete. The private sidewalk
paving color and texture for Entrada will shall be determined based on field samples
and one sample willshall be selected as the color standard against which the use of
color throughout the project willshall be compared for consistency. Refer to the
approved Master Paving Plan for locations.
• Accent Material within above Referenced Pavement Areas: shall be Integrally
integrally colored concrete pavers in coordinating color or integrally colored cast in
place concrete with coordinating color and texture. Refer to the approved Master
Paving Plan for locations.
Dimensions:
• Joints in Public Roadways: The Maximum maximum joint in public roadways willshall not
exceed minimum manufacturer’s specification unless such wider joint is indicated on the
approved paving plan. Joints as specified by the Civil Engineer of Record in the public
roadway willshall be uniform within a small range of deviation normal to handwork, to the
satisfaction of the Town Manager or their designee.
• Concrete Joints in Sidewalks: If Where concrete is utilized, stamped concrete joints
to shall be v -V-shaped, one-quarter (1/4) inch. wide minimum and one-quarter (1/4) inch.
deep minimum.
• Concrete Joints in Private Roadways and Parking Areas: If concrete is utilized, concrete
joints to be v V-shaped, one-quarter (1/4) inch. wide minimum and 1/4 in. deep minimum.
• Private Sidewalks: Concrete thickness shall be determined by the recommendations of a
geotechnical engineer.
• Joints in Private Sidewalks: If concrete is utilized, concrete joints to be v V-shaped, one-
quarter (1/4) inch. wide minimum and one-quarter (1/4) inch. deep minimum.
• Pavement Accent Materials: Integrally colored concrete pavers in a coordinating color,
exposed aggregate concrete, or integrally colored concrete in a coordinating color as
specific in the Master Paving Plan.
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*This diagram is only an example representative of what
the paving could may be. Refer to the approved
Master Paving Plan for actual paving material and
locations.
Fire Lanes shall be designed in accordance with the following:
• Design: Continuous unit pavers with “Fire Lane” marked at code compliant intervals.
• Color: Allowable coloration as approved by the Westlake Fire Marshal.
• Prohibitions: Painted fire lane striping.
• Final locations and details willshall be presented and approved during the Town’s PD
Site Plan submittal process.
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Curbing:
• Application of Detail: The use of curbing should shall be kept to a minimum, and
shall typically be only employed along public roadways. Curbs willshall be utilized
anywhere that concrete pavers are used.
• Integration of Curb: When employedWhere used, curbs are shall be rollover in
profile. The curb paving color and texture for Entrada willshall be determined based on field
samples and one sample willshall be selected as the color standard against which the use of
color throughout the project willshall be compared for consistency. Refer to approved Master
Paving Plan for locations. Texturing of the curb must shall finish with a crafted detail at
the curb edge. Slurring or distorting the stamped imprints, if utilized, at the beginning of
the curb rake is shall be expressly prohibited.
• Back of Curb: If exposed, the vertical backside of the curb must shall be finished.
• All curbing willshall conform to approved paving samples or as approved by the
Town to accommodate future design revisions.
Parking Lots:
• Design: Integrally colored concrete pavers. The parking lot paving color for Entrada
willshall be determined based on field samples.
• Color: Shall match or complement the adjacent roadway or parking drive aisle
• Final locations and details willshall be presented and approved during the Town’s PD
Site Plan submittal process.
Parking Striping:
• Detaining: Continuous unit pavers.
• Color: Allowable color paver is one that willshall appropriately contrast with
the paving color, but compliment complement the paving color as determined
by on site mock-up and to the satisfaction of the Town Manager or their
designee.
• Prohibition: Painted parking striping.
• Final locations and details willshall be presented and approved during the Town’s PD
Site Plan submittal process.
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Bollards, Wheel Stops, and Control/Expansion Joints:
• Iron bollards: Decorative iron bollards must shall have a minimum diameter of 8
inches. The style of the bollard willshall be subject to review and approved approval by
the Town Manager or their designee of Westlake. A field trial of the bollard shall be
provided for consideration.
• Wheel stops, if used, shall be integrally colored concrete to generally match
paving and shall be subject to review and approval by the Town Manager or their
designee.
ArticulationAdditional Standards:
• Control and Expansion Joints: If Where required, control and expansion joints
should strive to be visually seamless with the surrounding paving pattern and horizontal
pavement geometry.
• Prohibitions: Control and expansion joints should shall not cross over the paving
pattern. Where possible, control and expansion joints should shall be placed
perpendicular to the curb.
• Relationship to Building Grade Elevation: Exterior paving fields should shall embrace
architectural and landscape elements with a minimum grade change or curbing.
• Manholes: Manholes and other access points located in public streets or public
sidewalks are required, if possible, to accept a finish material that matches adjacent
paving or be metal featuring the logo of Entrada.
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The following guideline is intended to establish the qualities of appearance and
construction that retaining walls within the Entrada project should have. The on-going
additive system of village development over time is replaced by design which seeks
to define key visual features that the one-time project construction must embody.
This guideline addresses features building materials and building configurations and
techniques that are related to the construction of retaining walls only.
Aspects of Wall Appearance:
The appearance of retaining and foundation walls in Catalonia and other /settings in
Southern Europe is a result of two (2) conditions which influence construction. The first is
construction technology, meaning that a lack of heavy equipment, concrete block, and
concrete systems resulted in a wall that was not simply a veneer, but a true structural
section. Also, the total dependence on human labor to place and transport the stones
set a range of feasible sizes that could be used for construction. The second is material
which means that most stone was gathered close to the ground surface, giving the rock
a mottled matrix of color. The fact that poured in place concrete was not generally
employed means that the foundations were stone, making the entire wall a gravity wall.
The larger foundation stones rose up from the ground, making the base course of the wall
construction. The highly irregular nature of gathered stones (varying size and shape)
meant that constant course leveling was necessary to maintain structural integrity. The
level continuity of courses is essential to structural strength. More specifically, these
aspects of wall appearance are:
• Coursing Patterns: Proper coursing is achieved with highly irregular stones. The
constant use of smaller stones in between larger ones is helpful to maintain course
leveling. The All stones in retaining walls shall should be laid in a manner that sets the
stone on its broader / flatter face. Stones should not set vertically or at odd angles shall
be avoided and prohibited, but shall lay within the wall just as they would lie on the
ground. This gives the wall section a basic stability. Therefore, the course pattern must
be structural. A structural course pattern has the following qualities:
i. Larger stones are laid within the wall just as they would lay on the ground.
ii. Placement of a larger stone on another larger stone employs the use of
smaller stones to level irregularities in the larger stone form, thereby creating a relatively
level resting place for the larger stone being set.
• Straightness:
Vertical Straightness:
The constant course leveling and the capacity of the wall to somewhat move with the
movement of the earth, means that the vertical wall was highly irregular in most instances.
However, this irregularity was not a product of poor workmanship but the varied use of
stone. The face of a larger stone would slightly project or recede because the face is not
flat or square. Therefore, the wall can be reasonably plumb but not flat straight. This level
of vertical irregularity willshall have to be imposed by the mason where stone is a veneer
over concrete block or cast in place concrete. This can be done by varying the thickness
of mortar between the structural wall and the veneer and having a larger masonry ledge.
Horizontal Straightness:
Lacking heavy equipment and having to rely upon the wall to do most of the grade
accommodation work instead of people, retaining walls often had slight irregularities in
horizontal alignment. The job of the retaining wall was to level the ground for the building
construction. Therefore, the wall appears to rise up from an undulating ground line to
create a level top course at the building. In a contemporary development condition
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to become a reflection of those property lines. Thereby, the wall ceases to support the
building and now supports the site. While property line articulation is unavoidable, the
horizontal alignment should take every opportunity to be determined by grade condition.
The extent to which natural grade informs wall alignment, the more it will reflect the spirit
of the village setting.
• Texture: Retaining walls exhibit a great deal of texture because the mortar is deep
set, giving the wall open voids between stones and courses which amplify the visual
texture of the large stones and small leveling stones. These voids should shall not be filled
with mortar although deep set mortar may be used.
• Corners: Corners tell depict whether a wall is truly structural or simply veneer over a
structural substrate. The following picture illustrates a structural corner. Note the
interlocking of the coursed stones, called toothing. Note that the stone laid in the wall as
it would lay on the ground allows the length of the stone to “lock” the corner. This makes
the corner structural.
• Cap: The wall cap is an important statement of the mason’s craft. Many of the
wall samples provided do not have a cap detail. It is important that a cap detail be
employed. It is possible that the wall can have a layer of earth over its top. However,
concrete poured over the top of the wall should shall be avoided and shall not be
approved. A cast stone cap, subject to review and approval by the Town Manager or
their designee, is allowed for more formal applications.
• Dimensions: The sense that the retaining wall is related to the earth, (i.e. tectonic
connection), is influenced by its massiveness and dimension. When the thickness of a
retaining wall can be perceived, such as at the cap detail, the depth from the front to
back should shall be no less than one (1) foot.
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Aspects of Wall Construction: As discussed above, the lack absence of modern
construction technology and dependence on human labor gave birth rise to the
construction techniques by which retaining and foundation walls in Catalonia/ and
Southern Europe were built. Instead of concrete, medieval wall builders used a lime
mortar. The hardening of this material was dependent upon the reaction of the lime with
atmospheric carbon dioxide, forming calcium carbonate. The drying process in
combination with low strength allows a building constructed with lime mortar to shift and
move slowly over time and thereby accommodates differential movements and
distortions within the structure. This contributes to the organic and picturesque aesthetic
quality of building walls and edges. Present day use of higher strength, hydraulic mortars
and concrete necessitates that the wall or building be built so as not to move or shift.
Even though mortar was used, the structural integrity of the wall section was a result of
coursing. Therefore, the appearance of a Catalonian / Southern European wall is largely
a function of executing structurally sound coursing with highly varied and uneven stone
material. This portion of the retaining and foundation wall guideline addresses aspects of
construction necessary to maintain the visual character resulting from the execution of
coursing and use of lime mortar. More specifically these qualities of construction are:
• Veneer over structural substrate: When the stone of a retaining wall is actually a
veneer over concrete block or poured in place concrete, filling a variable cavity space
between structure and veneer should shall be used to give the wall a more handmade
appearance. In addition, the masonry ledge must be wide enough to accommodate
larger stones laid in the wall as these stones would normally lay on the ground.
• Lift Wall: Where possible, lift wall construction should shall be used as it willshall
naturally yield a more hand-crafted look. The cavity space between courses should
shall be large enough to allow large stones to lay in the wall in the same manner that
they would lay on the ground.
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Approved Mock-up Wall 1 1
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Courtyards and Patios:
Courtyards and patios are defined as an un-roofed area mostly enclosed by building walls
in combination with freestanding walls which provide privacy or simply define the edge of
the activity area.
History:
• Spanish: Spanish courtyards are designed like an outdoor room to create a restful,
relaxing atmosphere.
• Influences: The Roman and Moorish civilizations were significant influences in the
development of the Spanish courtyard garden in the first through the twelve centuries.
• Atrium as a Precedent: The Roman atrium was the model for the Spanish patio
which became the central feature of Spanish Courtyard Gardens.
• Medieval Use and variations: The medieval cloister gardens of the Middle Ages
continued the courtyard tradition in cathedral and monasteries where monks often grew
medicinal herbs and flowers.
Location:
• Enclosure: A courtyard or patio is either fully or partially closed by building walls in
combination with free standing walls. This differs from the courtyard and/or patio from a
typical yard space which sits to the front, rear, or side of the primary structure and is
almost completely enclosed by wall or fence.
• Affected Courtyards and/or Patios: Courtyards visible from the street are required
to meet all the requirements of these guidelines. These include Entry Courtyards, Motor
Courtyards and Patio Terraces.
• Entry Courtyards: Courtyards transition between public and private space and
are typically located on the front side of the architecture. At least 2 sides of an entry
courtyard are defined by building walls.
• Motor Courtyards: An expanded area for maneuvering a vehicle, located behind
an entry portal and fully enclosed by garage wall and free standing wall. A 16’-0” wide
gate is allowed at shared drives and motor courts for more than five garages. A maximum
12’-0” wide gate shall be used in locations with four or less garages.
• Terrace Patios: Terrace patios are defined on one or more sides by building walls
and the remainder is defined by low perimeter boundary walls. Patio terraces are often
slightly elevated above the ground plane.
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Elements:
• Visual Effect: Courtyards are an important part of the streetscape and provide a
great visual enhancement to both the street and the architecture hidden behind their
walls.
• Enclosure: Stone walls or building facades create a sense of enclosure. At least two (2)
sides of the courtyard or patio terrace must shall be defined by building walls.
• Gates: Gates, in compliance with the aesthetic requirements set forth herein
(conforming to see the Gate Guidelines) provide a visual connection into semi-private
transition space. This is a community relationship more than a defensive relationship
between building and street.
• Paving:
• Muse: Lateral expansion of street pavers.
• Motor Court: Lateral expansion of street pavers or decorative paving with
threshold.
• Small Motor Court: Allowed to be saw cut concrete pattern.
• Entry Courts Visible to Street: Enhanced landscaping, paving, art or
combination thereof.
• Artistic Features: Fountain, bird bath, sculpture, or simple basin of water may be
included.
• Decorative Planting: Containers and raised beds containing ornamental plants.
Bed areas are often limited, and requireing careful selection of plants for the limited
planting area.
• Secondary Structures: Loggias, trellises, awnings and roofed arcades provide shade
and a sense of enclosure.
• Fire Place or Fire Pit: Exterior fireplaces emphasize the idea of an outdoor room.
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Courtyard Walls
Material:
• Stone: Shall be Full full-width natural quarried stone, selected from the approved
stone material for Entrada and shall match the stone material on the adjacent building
façade. All freestanding courtyard walls must shall be a stone material, unless approved
by Town for desired variety. Stone veneer backed with concrete masonry units (“CMU”) or
concrete is acceptable, subject to review and approval by the Town Manager or their
designee. Wall accents are acceptable, subject to review and approval by the Town
Manager or their designee.
• Stucco: Limited to 40% of street visible courtyard wall area
• Brick and Stucco Accents: Shall not exceed ten (10) percent of the total surface area of
the wall, with each wall being calculated independently.
• No other materials shall be permitted on any courtyard wallProhibitions: The
use of thin-set stone veneer, the use of scored stucco meant to look like stone,
exposed CMU.
Articulation:
• Wall Section, Lift Wall: Two (2) wythe natural quarried stone veneer laid in a
coursed pattern with grout infill. Stones laid in a course pattern are lain into the wall as
they would otherwise lay on the ground. The frequent use of smaller leveling stones
(chinking material) is shall be permitted and encouraged.
• Wall Section, Veneer Wall: Single wythe natural quarried stone or brick veneer with
concrete masonry unit (CMU) inner wall, natural quarried stone or stucco must shall cover
the CMU at all faces. The stone veneer must shall maintain the irregular surface pattern of
a lift wall.
• Streetscape Contribution: Where provided employed, walls must shall make a
strong visual edge with the streetscape to the satisfaction of the Town Manager or their
designee. Walls along the front or the rear property lines must lay shall be laid within the
Build-To- Zone as specified in the Fee Simple Residential Guidelines.
• Wall Surface: Planar, flat with visual expression of natural quarried or cut stone,
cast stone, or brick or stucco surrounds at openings. Stones employed in the wall
construction must shall be varied in width, height, and form. The frequent use of smaller
leveling stones (chinking) is encouraged.
• Prohibitions: The use of thin-set stone veneer products and stone laid in a
pattern that is not a load bearing coursed pattern (such as mosaic stone patterns)
shall be expressly prohibited.
Dimensions:
• Thickness: Eight (8) inches. minimum (except for the use of leveling stones where
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needed to maintain level coursing).
• Height: Six (6) feet. minimum, measured from the base of the wall at the
intersection of the ground plane; First six (6) feet. of walls shall be solid exclusive of
allowable opacity listed on the following page. • Prohibitions: The use of a uniform size or cut of stone shall be expressly prohibited. 14
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Wall Cap:
• Material: Full width natural quarried stone. Random width natural quarried stone.
Cut or dressed, full width natural quarried stone. Cut or dressed, random width natural
quarried stone. Clay, half-round roof tile. A thin natural slate. Cast stone
• Articulation: The wall cap must be laid in a manner that engages the full width of
the wall
• Prohibitions: The use of thin-set stone veneer products or concrete shall be expressly
prohibited.
Stone Patterns and Coursing:
• Wall Face: Refer to “Retaining Wall Guidelines” for approved coursing patterns.
All stones that are laid in a course must shall be laid in the wall as they would lay on the
ground. The frequent use of leveling stones (chinking) is encouraged.
• Wall Corner: Wall corner must be laid so that the vertical courses interlock
(Toothing), thereby showing the full dimension of the stones used. See Retaining Wall
Guidelines for a more detailed explanation of corners. Corners are required to shall
reflect the full depth of the stone and give the appearance of load bearing masonry.
• Prohibitions: Stacked mortar joints at any inside or outside corner or at the surround
of an opening
Opacity:
• Void to solid ratio: No more than 40% percent of the wall area may be an opening. This
percentage may be modified for special conditions pursuant to design review.
Wall Openings:
• Definition: Openings are defined as Pedestrian, allowing for walking traffic,
Automotive, allowing for garage access and Decorative, which do not allow the passage
of man or car but provide visual relief on the wall run.
• Width of Opening: The maximum width of a Pedestrian opening is 6 ft. The
maximum width of an automotive opening is 16 ft. if opening serves five or more garages.
If opening serves four or less garages, the opening is limited to 12 ft. wide. Pedestrian and
automotive openings may be gated with a wood or iron gate. However, when a garage
is within the Build-To-Zone (see residential development guideline) the wall opening may
be the width of the driveway serving the garage door opening. All other motor entries
shall be to a motor court which serves the garage.
ArticulationAdditional Standards:
• All wall openings shall have full natural quarried or cut stone, cast stone, or brick
returns at openings.
• The incorporation of decorative natural stone shelves, niches and carvings into the
wall facade is highly encouraged.
• All walls designed taller than 4 ft. in height are required to be approved and
stamped by an engineer. All gravity walls must be designed or specified by a registered
engineer.
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Arches
Arches are defined as openings with headers. Arches may be a full round arch,
segmented arch, elliptical arch, or a flat arch. An arch is composed of interlocking
masonry units which structurally hold the arch shape in a compression assembly. Arches
in Catalonia/Europe are generally not supported by a shaped metal angle unless the
arch is of such a width that the public safety is served by inclusion of steel support. The
Town may require steel support.
Material:
• Material General: All components that make up an arch shaped opening,
including supporting walls or abutments, decorative columns, ring stones and keystones,
can be natural quarried stone, cast stone, brick, timber, or iron.
• Prohibitions: The use of EIFS, wood siding, Hardiboard siding, concrete masonry
units, marble, granite, fiberglass and metal panels.
Dimensions:
• Thickness: 6 in. minimum as viewed from the underside of the arch.
• Height: Height may vary with the use of natural stone. However, chopped stones
are permitted and the use of such stones would generally lead to bigger stones at the
spring point and the key. Joints between uncut masonry units used in the construction of
an arch must be reasonably uniform. Wedge shaped joints are discouraged.
Coursing and Patterning:
• Below the Arch Spring: Cut, level, horizontally coursed stone, cast stone, or brick is
required at all wall openings below arch spring lines and must continue the entire depth
of the visible arch assembly.
• The Arch: Cut/ chopped, appropriately visually scaled, structural ring stones or, in
flat arches, brick are required to make arched openings and must continue the entire
depth of the visible arch assembly.
Articulation:
• Shape: Acceptable arch shapes are true or half round, segmental, flat and
elliptical.
• Structural Integrity: Where employed, arches and arched openings, are required to
be capable of supporting a structural load unless the Town requires steel support or the
project engineer determines that a true structural arch is a threat to public safety in a
particular design or use.
• Arch Ring: The arch ring may be segmented or carved from a single piece of stone.
• Masonry Units: For rounded arches made of unit masonry, individual stones can be
site selected for natural wedge shape or be cut to wedge shape.
• Scale Compatibility: The actual scale of the arched supporting stones should be
visually in tune with the perceived weight the actual arch is supporting and embody the
character of the Catalonian/European archetype.
• Returns: All arched openings shall have full natural quarried stone, cut stone, cast
stone, or brick returns at openings.
• Archway Decorations: The incorporation of decorative niches and carvings into the
arch assembly is highly encouraged. • Corners: Archway corners should be laid so that the courses interlock with wall 16 coursing (Toothing), thereby showing the full dimension of the stones used. See Retaining
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Wall Guideline for a more detailed explanation of corners. Corners are required to reflect
the full depth of the stone and give the appearance of load bearing masonry.
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Ornamental Metalwork
Ornamental metal is defined as metal stock used for the construction of gates, grills,
handrails, guardrails, finials, roof ornamentation, shutter or door restraint, or other purposes
where the workmanship of the metal is visible to the street.
Material:
• Material general: Rustic, wrought iron appearance
• Material: Frames, grates, pickets, and structural components must appear to be
Solid Bar Ferrous Metal (square, round, or other section). Structural tubular steel greater
than 1/2” in diameter is allowed in areas visible to the street above the ground level.
• Panels: Panels must be metal plate.
• Finish: All metalwork finishes willshall be shop-applied oil rubbed, dark bronze, black
iron, approved powder coating, or willshall give the appearance of another natural
patina finish.
• Prohibitions: Brass or bronze unless approved prior to installation; polished brass and
stainless steel finishes.
Dimensions
• Dimensions of all metalwork shall be appropriately scaled.
• Frames: Flat bar plate with 1/4 in thickness minimum
• Infill bars/ pickets: 1/2 in. minimum
• Panels: 1/4 in. min thickness
ArticulationAdditional Standards:
• Jointing: Welded or forged joints only. All welded joints are to be ground smooth.
• Other Decorative Treatment of Bar Stock: Twists or other manipulation of the bar
stock, rosettes, circles, and other shapes which are employed to strengthen the metal
fabrication are permitted.
• Mechanical fasteners are discouraged. Welded connections are preferred.
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Gates
Gates are defined as opaque or see through passage doors at portal entries to activity or
motor courts where such entry separates the court from a public way.
Wood Gates
Material:
• Approved Woods: Western Red Cedar, Spanish Cedar, Cypress, Alder or
Mahogany
• Panels: All panels are shall be milled lumber
• Trim: All trim is shall be milled lumber or rough- cut cedar.
• Prohibitions: The use of sheet lumber (such as plywood, composite board
or Masonite) for gate construction.
Dimensions:
• Frame Material Thickness: One-and-a-half (1 1/2½) inches. minimum (includes all
structural members and facing/ planking except where a panel design is used)
• Panel Material Thickness: Three-quarters (3/4) inch. minimum set in with an
authentic sticking detail (no applied panels with offset applied trim). Panels can may
be butted boards set in a wood channel.
Hardware:
• Handles: Rustic, wrought iron in appearance with or without embellishment.
• Hinges: Exposed strap hinges or pin hinges with oil rubbed or black iron finish.
• Finish: Oil rubbed or black iron finish.
• Prohibitions: Hidden leaf hinges, bright brass or bronze finishes.
ArticulationAdditional Standards:
• Edges: All edges are routed, carved, or rough sawn. No use of applied molding
to create edge details.
• Surface Construction: Planar, flat with visual expression of composing lumber units
(such as butted vertical boards).
• Jointing: Clear indication of connection such as visual expression of mortise
and tendon and or mechanical / wrought fastener / rivet.
• Visual Expression of Structure: Clear visual expression of gate leaf and the
structure supporting it (such as cross bucks or frame).
Metal Gates
Material:
• Frame and Structure: Solid Bar (e.g., square or round section), Iron or Ferris Wrought Iron,
or structural tubular steel.
• Panels: Metal plate.
• Prohibitions: Aluminum, vinyl, or polymer.
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Dimensions:
• Frames: One-quarter (1/4) inch. thickness minimum flat plate or structural tubular steel with
a minimum dimension of one-and-a-half (1-1/2) inches.
• Infill bars/ pickets: One-half (1/2) inch. minimum.
• Panels: One-quarter (1/4) inch. minimum.
Hardware:
• Handles: Rustic wrought iron with or without embellishment
• Hinges: Rustic, wrought iron exposed strap hinges or pin hinges. Integral welded
hinges constructed as part of gate construction (such as tubular sleeves and pins) is
also permitted.
• Finishes: Oil rubbed bronze or black iron finish.
• Prohibitions: Hidden leaf hinges, bright brass, bright bronze, or aluminum.
ArticulationAdditional standards:
• Jointing: Welded or forged joints only.
• Finials: Finials from solid stock and welded to solid or tube material.
• Finish: Oil finished iron or black painted iron (painted over a durable primer).
• Weld Joints: All welded joints are to be ground smooth.
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Landscape:
• The approved Master Concept Landscape Plan and these Design guidelines
Guidelines shall should be used in developing planning all landscape designs and their
installation. It is preferred theThe landscape design shall uses drifted plant clusters
instead of ornamental beds and / or agricultural forms such as orchards or vineyards,
unless otherwise reviewed and approved by the Town Manager or their designee.
• Trees: Mission Olive, Live Oak, Lacebark Elm, Chinquapin Oak, Red Oak, Vitex,
Redbud, Possumhaw Holly, Desert Willow, Texas Sabal Palm, Windmill Palms, Italian
Cypress, Yaupon Holly, Eastern Red Cedar, Caddo, Big Tooth Maples, and Eastern Red
Cedar Burkii, Brodie, and Taylor in confined areas.
• Shrubs and Lower Plants: Dwarf Sabal Palm, Bottle Brush, Dwarf Wax Myrtle,
Dwarf Yaupon Holly, Compact Texas Sage, Salvia greggi, Cephalotaxus, Podocarpus,
Coralberry
• Xeric Plant Material: Red Yucca, Sotol, Softleaf Yucca, Color Guard Yucca, Agaves,
Mexican Feathergrass, Pink Muhlygrass.
• Tropical Perennials for Pots: Brugmansia, Hibiscus, Bougainvillea, Geraniums,
Esperanza, Plumeria, Datura
Mission Olive
Possumhaw Holly
Feathergrass
Italian Cypress
Pink Mulygrass
Agaves
Live Oak
Compact Texas Sage
Red Yucca
Sotol
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Salvia Greggi
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Veronica
• Creeping Filler Plants: Sedums, Pink Skullcap, Pigeonberry, Trailing Rosemary,
Oregano, Thyme, Trailing Lantana, Dwarf Katy Ruellia
• Vines: Crossvine, Confederate Jasmine, Evergreen Wisteria, Fig Ivy
• Perennials: Salvia species, Penstemon, Rudbeckia, Veronica, Blackfoot Daisy,
Pavonia, Lantana, Turk’s Cap
• Turf Grass: Buffalo grass, Thunder Turf, Bermuda grass, Lindheimer muhly grass, Little
Bluestem, Sideoats Grama, and Indian grass
Sedum
Pink Skullcap
Pigeonberry
Trailing Lantana
Dwarf Katy Ruellia
Crossvine
Fig Ivy
Salvia Species
Penstemon
Lantana
Turk’s Cap
Buffalo Grass
Trialing Rosemary Confederate Jasmine Rudbeckia Thunder Turf
Oregano Trumpet Vine Blackfoot Daisy Bermuda Grass
Thyme
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Exterior Lighting:
Materials:
• Materials General: Rustic, and wrought iron appearance.
• Materials: Ferrous metal (square or round section) or structural tubular steel for all
structural frames where a structural frame is required. Otherwise, the approved materials
are: steel, copper or brass, zinc in structural sections or sheet forms as necessary to craft
the light fixture. Pole type light standards may be cast or wrought iron. All light standards
and fixtures placed in association with (or visible from) along a public right-of-way or that
are visible from a public right-of-way must shall be approved by the Town Manager or
their designee. Wall or ceiling mounted lighting must be mounted with a wrought iron
attachment.
• Styling: Spanish and Arts and Crafts are appropriate design styles.
• Prohibitions: Polished brass and stainless- steel finishes.
Mounting:
• Exterior Lighting: Exterior lighting may be pole mounted, column mounted,
wall mounted, ceiling mounted, hanging, or bollards.
Location:
• Facades: All building entry facades and connecting side building facades at corner
conditions must have a minimum of one dark sky compliant exterior lighting fixture meeting the
standards for the Outdoor Lighting as found in the Town’s Code of Ordinances.
Dimensions:
• Residential: Pole mounted, column mounted, wall mounted and hanging
residential lighting fixtures are required to have a minimum of height of 16 inches. and a
minimum width of eight (8) inches,. excluding the ornamental top, bottom extension and
mounting device.
• Residential Surface: Ceiling surface mounted residential lighting fixtures are required to
have a minimum height of 12 inches. and width of eight (8) inches,. excluding
ornamental top and bottom extension and mounting device. • Commercial: Pole mounted, column mounted, wall mounted and hanging commercial lighting fixtures are required to have a minimum height of 24 inches. and a minimum width of 12 inches. excluding the ornamental top, bottom extension and mounting device. • Commercial Surface: Ceiling surface mounted commercial lighting fixtures are required to have a minimum height of 12 inches. and a minimum width of eight (8) inches,. excluding the ornamental top, bottom extension, and mounting device.
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ArticulationAdditional standards:
• Light Source: Exterior lighting may be electrified or gas fueled. Gas fueled lights are
normally required to be larger than electrified lighting. The above referenced dimensions
are for electrified lighting. Therefore, gas lights willshall have to be larger in each
residential and commercial condition unless otherwise UL certified for gas use.
• Entries: Residential and commercial exterior doors are required to be illuminated.
• Brackets: The use of decorative metal brackets for wall hung fixtures in a
compatible design style and finish is encouraged at entrances. The use of decorative side
scrolls is encouraged for wall mounted light fixtures.
• Dark-Sky: Except as otherwise reviewed and approved by the Town Manager or
their designee for the illumination of a tower feature, a water feature, or other similar
aesthetic feature, allAll exterior lighting must shall comply with the provisions for outdoor
lighting as found in the Town’s Code of Ordinances local dark-sky policy requirements
with the exception of tower or water feature illumination which are approved on a case
by case basis.
• Glazing: Approved glass options are Clear or Seedy. Frosted glass is shall be expressly
prohibited. However, street lighting may have frosted glazing to obscure energy efficient
light source.
• Electric Light Source: Visible electric source must be decorative. Mini -fluorescent
light sources that are visible from the public way are prohibited.
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Public Art:
Subject to a recommendation from the homeowners’ association or the property
owners’ association, as applicable, and review and approval by the Town Manager or
their designee, all public art and private art within Entrada shall be subject to the
following design criteriaThe Public Art For Entrada and other areas of Westlake should
apply a consistent set of criteria in evaluating works of public art—whether sited
permanently or temporarily—that are offered to the town, as well as works that the Town
or its units proactively seek to add to the public environment. Essential to these criteria
are the following:
• Relevance of the piece to the building or the Town and city, its values, culture, and
people; AND
• The aesthetic significance of an individual work of public art or private art,
provided that such aesthetic. Aesthetic significance refers to the extent to which the
proposed piece manifests the distinctive qualities of historical, emerging, or developing
trends in the media / venue represented;. AND
• The significance of the artist or artists; .AND
• The relative uniqueness of the work of art, including factors of originality and
authenticity, without deviation from a standard of excellence; AND.
• The ethical position occupied by the work of art, including consideration of
provenance; AND.
• The contribution an individual work of art can be expected to make to Town’s
developing collection of public art and culture; AND.
• Appropriateness to the site, including (for outdoor sites) appropriateness to the
site’s adjacent architecture, landscape architecture, and aesthetic hardscaping, and
landscaping. Public art in the public domain should interpret the Public space by
making its scale and form a more tangible experience; AND.
• Appear to have influenced the architecture that defines public space, semi-
public space, or possess sufficient presence to influence the defining infill development;
AND.
• The appropriate use of public resources, including funding, staffing, etc.
• The Town’s ability of the Town, the homeowners’ association, or the property
owners’ association as applicable to assure ensure the proper long-term care of the
individual work of public art, including security, conservation, and maintenance.;
AND
• The safety of the work of public art, as well as the safety of users interacting with it.; AND
• Where works of art come as donations, the Town’s ability to manage effectively the
long-term stewardship of donor relationships.
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Exterior WallsBuilding Façades:
Exterior walls Building façades are defined as the exterior building walls of all buildings
within, courtyard walls, retaining walls, decorative and screening walls throughout
Entrada.
Material:
• Material General: All building facadefaçades vertical walls are required to shall
be primarily natural, quarried stone, and three-coat stucco, cast stone, or brick in limited
quantities. The use of three-coat stucco shall not exceed 20 percent of the total building
wall area, with each building façade being calculated independently. Fired clay brick and
wood siding may only be used as accent materials and shall not exceed 10 percent of the
total building wall area, with each building façade being calculated independentlyUse of
stucco in the building elevation is limited to 40% of the street visible elevations within any
commercial project, any residential block where homes have a common wall, or any
detached residence. A residential block is a cluster of five lots or block of contiguous
residential units.
• Prohibitions: The use of Exterior Insulating and Finish Systems (E.I.F.S.), fiberglass, metal, and
/ or metal panelsvinyl.
• Conditional Material Variances: The use of plaster, wood siding, Hardiboard siding,
textured concrete masonry units, marble, granite, and/ or tile may be considered on a
case by base basiscast stone on non-residential and mixed-use construction within the
Building Height Waiver Sub-Area, shall be subject to review and recommendation by the
Planning and Zoning Commission and approval by the Town Council. Cast stone and cut
stone may only be used around openings for doors and openings for windows and shall
be subject to review and approval by the Town Manager or their designee.
Dimensions:
• The dimensions for natural stone shall be as provided for retaining wallsRefer to Retaining
Walls: See guideline for Retaining Walls to address this issue.
Coursing and Patterning:
• Refer to Retaining WallsCoursing: Refer to Retaining Wall GuidelineThe coursing for
approved natural stone shall be as provided for retaining walls as found in the Retaining
Walls Guidelinescoursing patterns. All stones laid in a course must be laid in the wall as they
would lay on the ground. All stone should be coursed with chinking material used as
course leveling where required.
• Patterning: Stone The natural stone patterns shall vary to a certain extent to mimic
the generational masonry changes that would naturally occur in a Catalan or Southern
European village.
• Prohibitions: River rock rubble, and overly regulated ashlar patterns as well
as and mosaic patterns shall be expressly prohibited.
OpacityOpenings:
• Void to solid ratioThe front building façade (i.e., the building façade with the principal
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entrance as is defined in the PD 1-2 Ordinance) shall have a limit for openings for doors
and openings for windows:
• Residential: 40% voidShall have no less than 15 percent and no more than 40
percent of the total building wall area used for openings for doors and
openings for windows.
• Non-residential and Mixed-useCommercial (upper stories and non-retail first
floor only): 50% voidShall have a minimum of 70 percent of the first floor
building façade as measured between the finished floor and the finished
ceiling used for openings for doors and openings for windows.
• Non-residential and Mixed-use above the first (upper floor(s): Shall have a
maximum of 470 percent of the total building wall area used for openings
for doors and openings for windows.% void
• A minimum four-inch post shall separate multiple windows in the same rough
opening to the satisfaction of the Town Manager or their designee.
• Retail first floor: 65% void
ArticulationAdditional standards:
• Relation to the Street: Where employed, all building façades walls must shall make a
strong edge with the street scape in order to define and to support the public realm and
the semi-public realm to the satisfaction of the Town Manager or their designee. Building
Walls along the front or rear property lines must shall lay within the Build- To-Zone as
specified in the Residential Development Guidelines. • Surface: Planar, flat with visual expression of natural quarried stone, cast stone, 28 brick, or cut stone surrounds at openings.
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• Openings: All wall building façade openings shall have full natural quarried stone,
cast stone, brick, or cut stone returns at openings. In stucco walls, stucco returns are
acceptable.
• Decorative Applications: The incorporation of decorative natural stone shelves,
niches and carvings into the wall building facade is permitted and
recommendedhighly encouraged.
• Corners: When using stone, wall corners must shall be laid so that the vertical
courses interlock (Toothing), thereby showing the full dimension of the stones used.
• Prohibitions: Stacked joints at inside corners, outside corners, and intersection with
wall openings.
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All brick and natural stone exterior finish materials used on building façades, courtyard walls,
and retaining walls shall not be painted and retain their integral color. Stucco and wood
exterior finish materials only may be painted. Painted or integrally colored All painted surfaces
should complement the shall be selected color palette provided in below. Equivalent colors or
other colors shall be subject to a review and recommendation from the Planning and Zoning
Commission and approval by the Town Council.
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30 Avid Apricot SW 6639
Library Pewter SW 0038
Restrained Gold SW 6129
Sierra Redwood SW 7598
Enduring Bronze SW 7055
Svelte Sage SW 6164
Basil SW 6194
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Towers
Location:
• Architectural Engagement: Towers or other vertical architectural elements are
recommended to be engaged with another structure may be provided to stimulate
visual interest and reinforce the unique community identity of Entrada.
Material:
• Tower Walls: All tower facade vertical walls can The building façades of all towers
shall be natural quarried stone, cast stone, or cut stone. Other materials may be permitted
at the third story and above, provided they have the appearance of the materials noted
above and shall be subject to review and approval by the Town Managerallowed above
the second story upon review and approval of proposed design. Wood may be used as
accents on the tower walls.
• Prohibitions: The use of wood siding, Hardiboard cementitious fiber board siding, CMUvisible
concrete masonryunits, marble, granite, fiberglass and metal panels.
• Tower Roof: Genuine, natural clay, color fast, 2-piece Mission barrel tile.
• Allowable color blends: See Roof Guidelines.
• Maximum roof slope: unlimitedUnlimited, subject to review and approval by the Town
Manager or their designee.
• Roof Form: Roof shapes may be hipped, domed or flat.
• Prohibitions: The use of dormers and metal roofing panels.
Dimensions:
• Thickness: Four (4) inches. minimum for all stone veneer. Other thicknesses may be
allowed above the second storyat the third floor and above upon review and approval
of the proposed design by the Town Manager or their designee. (See Stone Wall
Guidelines).
Wall Coursing and Patterning:
• Cut Stone Coursing Patterns: Cut, level, horizontally coursed stone, cast stone,
or brick is required at all wall openings, door surrounds, window surrounds and building
corners. In stucco walls, stucco returns may be allowed upon review and approval of
proposed design.
• Natural Stone Coursing Pattern: See Stone Wall Guidelines.
• Corners: See Stone Wall Guidelines.
• Prohibition: Mosaic stone patterns or other non-load bearing masonry patterns
OpacityOpenings:
• Void to solid ratioLimitation: No more than 40% percent of one (1) face of the tower wall
area may be used for openings for doors and / or openings for windows void.
Articulation:
• Landmark Status: The Tower(s) at Entrada are landmarks for the Town of Westlake
as well as the development. As such, an attenuated proportion and decorative
conclusion at the top is essential. The profile of the Tower, as well as its close up elevation,
should be recognizable. Tower walls should shall emphasize a vertical composition to the
satisfaction of the Town Manager or their designee.
• Surface: Planar, flat with visual expression of natural quarried stone, cut stone, cast
stone, or brick surrounds at openings. In stucco walls, stucco returns may be allowed upon
review and approval of proposed design by the Town Manager or their designee.
• Openings: All wall openings shall have full natural quarried stone, cut stone, cast
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stone, or brick returns at openings. In stucco walls, stucco returns shall be permitted are
acceptable.
• Decoration: The incorporation of decorative natural stone shelves, niches and
carvings into the wall facade is highly encouraged. The incorporation of statuary is
encouraged. • Corners: Corners of the first two (2) stories of the tower are required to reflect the full
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must be toothed into (coursed with) natural stone masonry in a manner that makes a
structural and decorative edge.
• Bells: Bells may be placed in all towers, but the use of amplified speaker systems isshall be
expressly prohibited.
• Finials: Decorative metal finials are allowed at all tower roof peaks and, if used, are
• required to shall meet the requirements outlined in the Ornamental Ironwork Guidelines.
• Hip Ridges: Hip ridges are required to have shall require a mortar build up, of
sufficient height, to allow field tile to butt into the mortar yet allowing ridge tiles to be
vertically separated from the field tiles. Ends of hip ridges are required to use layers of
tiles to match mortar build up.
• Building Mechanical Screening: Building Mechanical mechanical equipment is
required to shall be screened on all and must not be visible from public right of
ways.
• Roof penetrations: Plumbing roof penetrations should shall be limited, and they shall not be
visible from any street, civic space or canal. All plumbing vent piping must be painted to
match roof color and have a low profile.
• Prohibitions: Visible cell phone relays.
• Concealment of cell phone relays must shall not create additional architectural
forms or devices that are not normally part of a tower design that did not require such
screening.
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Door Surrounds
Door surrounds are defined as the decorative articulation of a door opening. The door
surrounds are the decorative frame which define the portal and presents the door or
gate.
Materials:
• Lentil Material: Door lintels must be structural and are required to be single piece
full width natural quarried stone, single piece full width heavy timber, cast stone, or brick
that appears to be structural. Brick is allowed only when used in arches. Arches, including
segmented arches and flat or jack arches, are allowed over openings. In stucco walls,
expressed lentils may not be required upon review and approval of proposed design by
the Town Manager or their designee.
• Lentil Prohibitions: The use of natural thin set stone veneer products and man-made
thin set stone, plaster, EIFS, wood siding, cementitious fiber board siding, concrete masonry
unitsCMU, marble, granite, fiberglass and metal panels. The use of exposed steel angle
lintels is expressly prohibited unless required by the project engineer (or the structural
engineer) for life safety purposes and approved by the Town Manager or their designee.
• Jamb Material: All door surround jambs are required to be natural, quarried stone,
cast stone, or brick. In stucco walls, stucco jambs may be acceptable upon review and
approval of proposed design.
• Jamb Prohibitions: The use of natural thin set stone veneer products, man-made
thin set stone, stucco, plaster, EIFS, brick, wood siding, Hardiboard cementitious fiber
board siding, concrete masonry unitsCMU, marble, granite, fiberglass and metal
panels.
Dimensions:
• Primary Principal Entrance Recess: Doors must shall be recessed a minimum of
eight (8) inches from face of door to face of door surround. Each principal building shall
require a principal entrance as defined in the PD 1-2 OrdinanceA minimum of one
Primary Entrance is required per building.
• Stone Lentil Dimension: Stone lintels are required to shall be eight (8) inches. tall minimum.
• Wood Lentil Dimension: Wood lintels are required to shall be eight (8) inches. tall minimum.
• Stone Lentil Bearing Support: Stone lintels are required to overlap the
supporting jamb by a minimum of six (6) inches.
• Wood Lentil Bearing Support: Wood lintels are required to overlap the supporting
jamb by a minimum of six (6) inches.
• Brick Lentil Bearing Support: Brick lintels are required to overlap the supporting
jamb by a minimum of six (6) inches.
Coursing and Patterning:
• Stone: Stone lintels may be cut square, or be more free form in their shape.
• Wood: Wood lintels are required to shall be level and interlocked with
horizontally coursed stone or brick.
• Jamb: Cut, level, horizontally coursed natural stone or brick is required at all door
jamb openings. In stucco walls, stucco jambs are acceptable upon review and approval
of the proposed design.
ArticulationAdditional Standards:
• Styling: Door surround designs should shall be compatible with the design of the
building the entrance serves. • Relation to Structural Purpose: Door lintels are required to shall be capable of supporting
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• Arched Lentils: Arched door lintels may be segmented or carved from a single
piece of stone.
• Scale of the Surround: The actual scale of the door surround should be visually in
tune with the perceived weight the actual surround is supporting. There should be a
clear visual sense that the weight of masonry over the opening and can be structurally
supported by the surround.
• Decoration: The incorporation of decorative niches and carvings into the door
surround is highly encouraged.
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Window Surrounds
Materials:
• Window Lentil: Window lintels may be single piece full width natural quarried stone,
single piece full width heavy timber, cast stone, terra cotta, or brick that is structural or
that appears to be structural. Brick is allowed only when used in arches. Arches, including
segmented arches and flat or jack arches, are allowed over openings. In stucco walls,
expressed lentils may not be required upon review and approval of proposed design by
the Town Manager or their designee.
• Lentil Prohibitions: The use of natural thin set stone veneer products and man-made
thin set stone, EIFS, wood siding, Hardiboard cementitious fiber board siding, concrete
masonry unitsCMU, marble, granite, fiberglass and metal panels; the use of exposed steel
angle lintels unless required by the project engineer for life safety purposes and approved
by the Town.
• Window Jambs: All window surround jambs, are required to be natural, quarried
stone, cast stone, or brick. In stucco walls, stucco jambs may be acceptable upon review
and approval of proposed design.
• Jamb Prohibitions: The use of natural thin set stone veneer products, man-made
thin set stone, EIFS, wood siding, Hardiboard cementitious fiber board siding, and fiberglass.
• Window Sills: All window sills are required to be natural quarried stone, cast stone,
terra cotta, or brick.
• Sill Prohibitions: The use of natural thin set stone veneer products and man-made
thin set stone, EIFS, wood siding, Hardiboard cementitious fiber board siding, concrete
masonry unitsCMU, marble, granite, fiberglass and metal panels.
Dimensions:
• Window Recess: Windows must be recessed a minimum of six (6) inches.
from face of window sash to face of exterior surround.
• Stone Lentil: Stone lintels are required to be eight (8) inches. tall minimum.
• Wood Lentil: Wood lintels are required to be eight (8) inches. tall minimum.
• Brick Lentil: Brick lintels are required to be eight (8) inches. tall minimum.
• Cast stone Lentil: Cast stone lintels are required to be eight (8) inches. tall minimum.
Coursing and Patterning:
• Stone Lentils: Stone lintels may be cut square or be more free form in their shape.
• Wood Lentils: Wood lintels are required to shall be level and interlocked with
horizontally coursed stone.
Jambs:
Cut, level, horizontally coursed stone, carved natural stone, cast stone, stucco, or brick is
required at all window jamb openings. Full window surrounds are encouraged but not
required based upon review and approval of proposed design.
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Articulation:
• Surrounds: Window surround designs should be compatible with the design of the
building the window serves.
• Wood Lentils: Window lintels are required to appear to be capable of supporting a
structural load.
• Arched Lentils: Arched window lintels may be segmented or carved from a single
piece of stone or be made of cast stone.
• Scale: The actual scale of the window surround should be visually in tune with the
perceived weight the actual surround is supporting.
• Decoration: The incorporation of decorative niches and carvings into a window
surround is highly encouraged.
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Exterior Doors
Exterior Doors are defined as passage between the exterior and interior of any residential
or non-residential space (conditioned or unconditioned).
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Commercial Exterior Entrances
Material:
• General: All primary, exterior entrance doors and frames are required to be wood,
iron, or pre-finished black or dark bronze aluminum. All aluminum storefront frames are
required to have a stepped profile trim. Commercial exterior entrances are allowed to be
frameless glass upon review and approval of proposed design.
• Wood: Approved woods are Oak, Alder, Poplar, Cypress, Clear Pine, Clear Cedar,
Cherry, Teak or Walnut.
• Wood Production: All units are milled or rough cut lumber
• Wood Trim: All trim is milled lumber or aluminum clad milled lumber.
• Prohibitions: Plywood, composite board, vinyl, stamped or formed metal, or
fiberglass.
• Iron: Rustic, wrought iron appearance
• Iron Production: Frames constructed with structural tubular steel. All panels must be
iron plate. All ironwork finishes willshall be oil rubbed bronze, dark bronze, or black iron.
• Iron Prohibitions: Polished brass and stainless steel finishes and stamped or formed
steel/ iron.
Dimensions:
• Wood Door Thickness: 1 3/4 in. minimum.
• Wood Panels: 3/4 in. minimum set in with an authentic sticking detail. Panels can
be butted boards set in a wood channel.
• Wood Stiles: 4 1/2 in. minimum
• Wood Top Rail: 4 1/2 in. minimum.
• Wood Bottom Rail: 7 1/2 in. minimum.
• Iron Frames: Flat bar plate with 1/4 in thickness minimum or structural tubular steel
• Iron Infill bars/ pickets: 3/8 in. minimum
• Iron Panels: 3/16 in. min thickness
Opacity
• Void to solid ratio: None specified
• Glazing: Glazing is preferred to be 1/2 and 3/4 light panel styles.
Articulation
• Wood Edges: All edges are routed, carved, or rough cut.
• Frames: Frames and doors are required to be recessed a minimum of 8 in., from
face of frame to face of door surround in primary entrances only.
• Surface: Planar, flat with visual expression of composing lumber units (such as
butted vertical boards).
• Jointing: Clear indication of connection such as visual expression of mortise and
tendon and or mechanical/ wrought fastener/ rivet.
• Glazing: Glazed areas must have divided lites. Divided lites may be achieved by
surface applied muntins at least 1/2” deep and 1” wide at both the interior and exterior.
Glazed openings in the door are not required to have an approved decorative iron grille.
Glazing is limited to clear or seeded finish.
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Commercial Exterior Service Doors
Material:
• General: Exterior, service and back-of-house doors and frames, are defined as
Commercial Exterior Service Doors.
• Material for Qualifying Doors: Exterior, service and back-of-house doors may be
hollow metal, heavy gauge aluminum or steel, or wood. Other materials may be allowed
on a case by case basis.
• Frames: Frames for service doors may be dark bronze or black metal.
Dimensions:
• Door Thickness: 1 3/4 in. minimum.
• Frame Thickness: 2 in. minimum.
• Gauge: 20 ga.
• Door Height: 8 ft. maximum.
• Door Width: 10 ft. maximum per opening.
Opacity:
• Void to solid ratio: Glazing is prohibited in exterior service doors, except where used
as a security window.
Articulation:
• Surface: All exterior service and back-of-house doors that are not visible to the
street may be flush front doors with welded connections. Doors visible to the street must
have an articulation that is similar to other doors that are visible to the street (panel, etc.)
per photos on the following page.
• Mechanical Grilles: Mechanical grilles mounted within the door are allowed but
must be painted to match door finish. Mechanical grille sizes are limited to 40% of the
surface area of each door.
• Prohibitions: Wrap-around frames on exterior walls.
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Commercial Exterior Door Hardware
Exterior Door Hardware is defined as passage sets, lock sets, locks, kick plates, pull
handles, emergency exit bars, hinges, and sills associated with residential or commercial
entrances as well as garage doors and commercial exterior service doors.
Materials:
• General: Ferrous metal (square or round section) or heavy gauge formed steel with
welded joints
• Surface: Rustic wrought iron appearance
• Styling: Spanish and Arts and Crafts are appropriate design styles.
• Finish: All hardware finishes willshall be oil rubbed, dark bronze or black iron or
other natural patina finish.
• Thresholds: Thresholds are milled timber, natural stone, cast stone, or dark bronze or
black anodized metal.
• Prohibitions: Brass or bronze material; polished brass and stainless steel finishes
Door Entry Sets:
• Handle: Doors must have a lever or large handle pull operating system.
• Back Plates: Minimum 8” high back plates are required with the operating system of
choice.
• Prohibitions: Round knobs
Hinges:
• Hinge Type: The use of H-shaped hinges, butt hinges with decorative finials, or strap
hinges is required if seen on the exterior.
• Prohibitions: If visible from the exterior, the use of butt hinges without decorative
finials
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Accessories:
• Metal Strapping: The use of decorative wrought iron strapping in a compatible
design style and finish is encouraged at the primary commercial entrance.
• Decorative Elements: Decorative studs, antique nails and door buttons in a
compatible design style and finish are appropriate and permitted.
• Kick Plates: Wrought iron or plate steel kick plates in a compatible design style and
finish are permitted.
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Exterior Windows
Exterior Windows are defined as the frame, casement, sash, sill, jamb, head, and glazed
lites of glazed openings in an exterior wall separating in interior space from the exterior.
Residential and Commercial (commercial windows are any glazed opening in
commercial structure that is not designated as “store front”)
Material:
• General Material: All residential window frames are required to be wood or
prefinished aluminum clad wood units. Commercial windows are allowed to be dark
bronze or black anodized aluminum with an edge dimension similar to residential
windows.
• Wood Material: Approved woods are Alder, Oak, Poplar, Cypress, Clear Pine, Clear
Cedar, Cherry, or Walnut.
• Prohibitions: Plywood, composite board, vinyl and fiberglass
Glazing:
• Divided Lites: Glazed areas must have divided lites. Divided lites may be achieved
by surface applied muntins at least 1/2” deep and 1” wide at both the interior and
exterior.
• Finish: Glazing is limited to a clear or seeded finish.
Articulation
• Edges: All edges are routed or carved, or applied prefinished aluminum trim with
stepped profile.
• Divided Lites: Glazed areas must have divided lites. Divided lites may be achieved
by surface applied muntins at least 1/2” deep and 1” wide at both the interior and
exterior.
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Retail Storefronts
Retail Storefronts are defined as the glazed retail display windows associated with retail
establishments.
Location:
• Within Building: Ground level retail storefronts or second floor balconies or
colonnades
Material:
• Frames: All window frames are required to be wood, aluminum clad wood units or
prefinished aluminum.
• Wood Material: Approved woods are Alder, Oak, Poplar, Cypress, Clear Pine, Clear
Cedar, Cherry, or Walnut.
• Wood Production: All wood units are milled lumber or aluminum covered milled
lumber.
• Trim Production: All trim is milled lumber, aluminum clad milled lumber or prefinished
aluminum with stepped profile.
• Prohibitions: Plywood, composite board, vinyl, or fiberglass
• Glazing: Clear or seeded glass is allowed or tinted glass upon approval. Spandrel
glazing is allowed in appropriate locations.
Articulation
• Edges: All edges are routed or carved, or applied prefinished aluminum trim with
stepped profile.
• Divided Lites: Glazed areas must have divided lites. Divided lites may be achieved
by surface applied muntins at least 1/2” deep and 1” wide at both the interior and
exterior.
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Gallery and Porch Soffits
Gallery and porch soffits are the closure of the underside of a flat or arched cover or
projected overhang. The soffit includes any beaming or bracketing that supports the
closure.
Materials:
• General: Approved materials include natural, quarried stone, two layer stucco
on solid masonry, three layer stucco on lath, plaster on solid masonry, plaster on lath, or
heavy timber beams with milled tongue and groove decking.
• Wood Material: Approved woods are Alder, Western Red Cedar, Spanish Cedar,
Cypress, or Mahogany.
• Prohibitions: The use of natural thin set stone veneer products and man-made thin
set stone, brick, Hardiboard, concrete masonry units, marble, granite, fiberglass and metal
panels.
Dimensions:
• Wood Beams: 4 in. x 6 in. minimum. The 6 in. dimension listed is the width of the
beam, not the visible depth.
• Wood Decking: 1 x 4 tongue and groove.
Articulation:
• Design: Soffit designs may be flat, arched, vaulted, groin vaulted, or combinations
of approved designs.
• Structural Integrity: Where employed, wood beams and decking are required to be
capable of supporting a structural load.
• Decoration: The incorporation of decorative elements, painted designs, reliefs or
carvings in the soffit assembly is highly encouraged.
• Coordination of Control and Expansion Joints: In assemblies that require control or
expansion joints, care should be used to align joints with structural elements and other
significant architectural interactions. The placement of control joints should visually reflect
the scale of the height and width the soffit area. Control joints may be incorporated to
create decorative patterns including diagonal or diamond shapes on the soffit plane.
• Venting: Requirements for soffit venting, where possible, should be located in
inconspicuous areas such as reveals, coves or material intersections
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Pitched Roofing
Materials:
• Material general: Genuine, natural clay, color fast, 2-piece Mission barrel tile
• Allowable color blends: Allowable color blends shall be those which substantially
match the sample roof assembly approved by the Town. Deviations from the approved
sample(s) must be approved by the Town.
Location:
• All pitched roofs.
Dimensions/ Slope:
• Maximum roof slope: 6:12, unless otherwise approved
Roof Shapes:
• Gable: The preferred roof shape is gabled. Hip style roofs are discouraged and
only allowed in situations where a hip is necessary to mechanically execute the roof in an
efficient manner. Multi-level complex roof line profiles should be used when possible. The
objective is to have discrete roof forms and clearly articulated, simple roof planes.
• Prohibitions: The use of dormers, unless otherwise approved; and wild pitches,
sloping ridges, and cut off hips as a means of solving roof closure designs.
Articulation:
• Mortar Build Up: Gable and hip ridges are required to have a mortar build up of
sufficient height to allow field tile to butt into the mortar yet allowing ridge tiles to be
vertically separated from the field tiles.
• Ridges and Gable Ends: Ends of gable and hip ridges are required to use layers of
tiles to match mortar build up.
• Field Tiles: Field tiles can have random mortar boosts.
• Closure: If acceptable to roof manufacturer and able to be warrantied, the closure
of barrel tile at the eave is allowed to be mortar in lieu of matching bird stop.
• Screening: Mechanical equipment is required to be screened and must not be
visible from public right of ways.
• Roof Penetrations: Plumbing roof penetrations should be limited and should not be
visible from public right of ways. All plumbing vent piping must be painted to match roof
color.
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Flat Roofing
Materials:
• Materials General: Flat Roofs may be a built up bituminous roof or a membrane roof
system installed. Installation shall conform to manufacturer’s specification and qualify for
manufacturer’s warranty. A minimum pitch, flat seam metal roof may be used where a
flat roof is desired.
Location:
• Non-residential Structures: Flat roofs may be employed in larger non-residential
structures where such roofs allow execution of a pitched roof elevation that is more
typical of the Catalonian/European archetype. In such cases, the flat roof segment of the
construction must be concealed behind pitch roof forms that act as a type of parapet.
• Residential Structures: Flat roofs may be used on accent and subordinate
architectural forms.
Articulation:
• Parapet: All flat roof conditions, not screened by pitched roof forms, are required to
have parapet with a minimum height of 12 in.
• Parapet Cap: All parapet walls are required to be capped with natural or cast
stone and appropriate flashing and counter flashing. Mechanical equipment located on
flat roofed areas is required to be screened and must not be visible from public right of
ways.
• Roof Penetrations: Plumbing roof penetrations should be limited. All plumbing vent
piping must be painted to match roof color.
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Building Cornices
A building cornice is defined as a horizontal decorative molding that closes the
connection between the vertical exterior wall and roof edge or roof edge cap.
Materials:
• Cornices without a Roof Overhang: Approved materials include natural quarried
stone, cast stone, natural clay tile and barrel mission natural clay roof tile. This cornice is
accomplished with minimal use of a fascia board.
• No Roof Overhang Condition Prohibitions: The use of Hardiboard, concrete
masonry units, marble, granite, fiberglass and metal panels and the use of enclosed or
boxed cornices
• Cornice with a Roof Overhang: Heavy timber beams with milled tongue and
groove decking. Approved woods are Alder, Western Red Cedar, Spanish Cedar,
Cypress, or Mahogany.
• Roof Overhang Condition Prohibitions: The use of concrete masonry units, marble,
granite, fiberglass and metal panels; flat soffits, visible masonry pockets.
Dimensions:
• Wood Beams: Beams: 4 in. x 6 in. minimum.
• Wood Decking: 1 in. x 4 in. x 3/4 in. tongue and groove.
Articulation:
• Styling: It is the intent of this guideline to maintain the appearance of load bearing
masonry construction by minimizing a traditional “masonry pocket” common to masonry
veneer construction. The diagrammatic cornice/eave details on page 53 illustrate this
intent. A traditional masonry pocket detail is prohibited and use of a detail consistent with
the diagrams on page 53 is encouraged.
• Projected Detail: Traditional stone cornices often featured projecting coursed
stone, clay tile, brick, and/or clay roofing tile accents. Cast stone is also allowed.
• Wood Timbers: The use of decorative heavy timber wood rafter tails and
corresponding milled wood decking is another design option. Wood rafters allows for
larger overhangs. Where employed, wood rafters and decking are required to be
capable of supporting a structural load.
• Scale of Wood Rafters: The actual scale of the wood rafters should be visually in
tune with the perceived weight the actual assembly is supporting.
• Full stone cornices: Natural quarried stone and cast stone assemblies are required
to be capable of supporting a structural load.
• Roof Tile Cornice: The use of roof tile in the cornice design is highly encouraged.
• Decoration: The incorporation of decorative elements, painted designs, reliefs or
carvings in the soffit assembly is highly encouraged.
• Coordination of Expansion and Control Joints: In assemblies that require control or
expansion joints, care should be used to align joints with structural elements and other
significant architectural interactions.
• Incorporation of soffit venting: Requirements for soffit venting, where possible, must
be located in inconspicuous areas such as reveals, coves or material intersections.
• Intent: Load-bearing masonry wall appearance through construction details which
yield a masonry closure similar in visual effect to that indicated in the images on the
following page. Conventional masonry pocket details are prohibited.
52 • Roof tile closure at the soffit edge shall be mortar filled. Plastic bird stops are prohibited.
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Fireplaces and Chimneys
A chimney is defined as any externally visible portion of the firebox and flue assembly of a
fireplace.
Materials:
• Materials General: Fireplaces or flue containments must be full masonry
construction or Isokern modular masonry fireplace systems. Metal inserts are allowed
where fireplaces must be built over or above any wood-frame structural component such
as a basement span or upper floor wood framing member. Exterior chimneys are required
to be full masonry.
• Full masonry shall mean the building of structures from individual units laid in and
bound together by mortar. Full masonry is installed by a mason as opposed to material
that is spread onto or adhered to a supporting structure.
Fireplace and Chimney Locations:
• Chimney: While a fireplace is not required, each residential unit or commercial
building is required to have a minimum of one chimney. All chimney exterior facades are
required to be full masonry.
• Prohibitions: The use of man-made products at chimney exterior assemblies. Cast
stone is allowed.
• Chimney Cap: Spark arrestors are required to be contained within full masonry
construction. All chimneys are required to have a decorative chimney cap.
Articulation:
• Variety in Appearance: Chimney design may vary from utilitarian to highly ornate.
• Use of Roof Tiles: Chimneys topped with tile roofs are encouraged.
• Chimney Pots: The use of natural clay chimney pots topping the chimney is
allowed.
• Decorative Openings in the Cap: Clay tile framed chimney openings or decorative
portals, both decorative and practical, are desired. Stone arched openings are
encouraged at chimney crowns.
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Gutters, Downspouts, Collection Boxes and Scuppers
Material:
• Material General: All gutters, gutter hangers, downspouts, downspout wall clips,
scuppers and collection boxes are required to be prefinished galvanized Kynar 500 or
Hylar 500 aluminum, minimum 20 gauge, in dark bronze or metallic copper or authentic
copper.
Dimensions and Shape
• Gutters, if provided: 6 in. minimum half-round profile.
• Downspouts: 4 in. minimum plain round.
• Elbows and Bends: 4 in. minimum plain round.
Articulation:
• Gutter Jointing: All horizontal joints are required to be soldered, or mechanically
fastened and concealed with similar metal straps, except for expansion joints.
• Downspout Jointing: Vertical downspout sections, elbows and bends may be slip
jointed and/or riveted if rivets are concealed. Collection boxes are permitted in the
vertical downspout assembly.
• Gutter End: All joints must be soldered or mechanically fastened and concealed
with similar metal straps.
• Gutter Hangers: All gutters are required to be supported by compatible roof
mounted strap hangers. The use of fascia hangers is prohibited.
• Concealed Gutters: In lieu of exposed gutters and downspouts, gutters may be built
into the eave assembly provided that the resulting eave/cornice detail is compatible
with the Catalonian/European archetype.
• Scuppers: Thru wall parapet scuppers are required to be covered by decorative
collection boxes. Overflow scuppers are exempted from this requirement.
• Fasteners: All visible screws, nails or bolts used to connect downspouts or collection
boxes to their surrounding substrate must be of compatible style, finish and appearance.
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Balconies
Balconies are defined exterior platforms enclosed by a wall or balustrade which extends
from the upper floor of a building. Juliet balconies do not protrude from the building, but
include a balustrade only at the front.
Assemblies:
• Concrete Section: Concrete slab with or without stone, steel or wood support
brackets. Exposed concrete, tile or other approved materials are acceptable as the floor
finish
• Steel Section: Steel grate or plate floor with stone, steel or wood support brackets.
Steel decked balconies may also incorporate a concrete topping slab as a finished
surface or as a supporting substrate for tile or other approved material.
• Wood Section: Wood decking floor with stone, steel or wood support brackets.
Wood decked balconies may also incorporate a concrete topping slab as a finished
surface or as a supporting substrate for tile or other approved material.
• Period Structural Support: Any balcony with a projection over 1 ft. requires a
functional or ornamental support structure made of wood, stone, or wrought iron.
Materials and Finishes:
• Approved Finish Floor Material: Concrete, tile, stone, or wood are approved
balcony floor finish materials. Naturally finished concrete, integrally colored concrete or
acid stained concrete are acceptable concrete finishes. Approved tile includes natural
quarried stone, terracotta, hand painted ceramics, glass mosiacs, Mexican saltillo and
natural material inspired porcelain.
• Use of Stone: Approved balcony stone supports and stone balustrades are required
to be natural, quarried stone or cast stone.
• Use of Steel: Steel grates, plate, balcony frames and supports are required to be of
rustic, wrought iron appearance. All metal components are required to be ferrous metal
(square or round section) or structural tubular steel. Panels must be iron plate.
• Iron Work Finish: All ironwork finishes willshall be oil rubbed, dark bronze, black
iron, or shop applied natural patina finish.
• Use of Wood: Heavy solid timber beams with milled tongue and groove decking
are approved. Approved woods are Alder, Western Red Cedar, Spanish Cedar, Cypress,
or Mahogany.
• Prohibitions: The use of Hardiboard, concrete masonry units, and fiberglass; and
polished brass and stainless steel finishes
Guardrails:
• Iron: Ornamental iron work as defined under the “Ornamental Ironwork”.
• Stone: Natural, quarried carved stone balustrade and railing or cast stone
• Wood: Crafted wood with heavy corner posts, a top rail and thinner vertical
balusters. Balusters and corner posts may be carved.
Dimensions:
• Projecting balconies are required to have a minimum perimeter edge depth of 3”.
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Articulation:
• Concrete: Projecting concrete balcony edge designs may be square edged in
combination with an enhanced decorative edge, reveal or carving. If not carved, all
other design must be cast in place.
• Stone Supports: Where employed, stone balcony supports are required to be
capable of supporting a structural load. The actual scale of the stone balcony support
should be visually in tune with the perceived weight the actual assembly is supporting
and substantially consistent with the Catalonian/European Archetype.
• Iron Balcony Supports: Where employed, steel balcony supports are required to be
capable of supporting a structural load with a 2 in. minimum thickness/depth of structural
members. The actual scale of the steel balcony support should be visually in tune with the
perceived weight the actual assembly is supporting and substantially consistent with the
Catalonian/European Archetype.
• Wood Balcony Supports: Where employed, wood beams and decking, are
required to be capable of supporting a structural load. The actual scale of the wood
beams should be visually in tune with the perceived weight the actual assembly is
supporting and substantially consistent with the Catalonian/European Archetype.
• Decoration: The incorporation of decorative elements, painted designs, reliefs or
carvings in the balcony assembly is highly encouraged.
• Coordination of Control and Expansion Joints: In assemblies that require control or
expansion joints, care should be used to align joints with structural elements and
other significant architectural interactions. Control joints may be incorporated to create
decorative patterns including diagonal or diamond shapes on the balcony floor plane.
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Awnings
Material:
• Canvas: Commercial grade, weather resistant, integral color canvas. Canvas may
be solid colors, stripes or patterned. Supported by a wrought iron frame. Canvas awnings
may be retractable provided they are commercial grade and have integral enclosure
and if approved by the Town.
• Wood: Approved woods are Alder, Western Red Cedar, Cypress, Spanish Cedar or
Mahogany.
• Metal: Metal awnings are permitted. Colors to be approved by the Town at Site
Plan submittal.
• Wood Production: All components are milled lumber or rough cut cedar.
• Trim Production: All trim is milled or rough cut lumber or rough cut cedar.
• Prohibitions: Plywood, composite board, polymer fabric, and Masonite
Hardware:
• Supporting Structure: Rustic, wrought iron, tubular steel, or aluminum with or without
welded embellishment, with oil rubbed dark bronze, black iron, or shop applied natural
patina finish.
• Decorative Iron Wall Mounted Supports: The use of rustic, wrought iron spear
shaped arms, in a bronze or black finish, projecting from the stone wall to the awning is
the preferred method of support for all awnings. Decorative rustic, wrought iron scrolls are
an acceptable support.
Articulation:
• Valances: Awning valances may be straight, scalloped or other decorative device.
• Relationship to opening served: Awning size must be compatible with the opening
size served by the awning.
• Signage: Awnings may include signage, advertising, logos and other informational
graphics when in a commercial use.
• Prohibitions: Internally back lit awnings
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Shutters
Material:
• Material: Approved woods are Alder, Western Red Cedar, Cypress, Spanish Cedar
or Mahogany.
• Material Production: All components are milled or rough cut lumber
• Trim Production: All trim is milled or rough cut lumber.
• Prohibitions: Sheet lumber, composite wood products, cementitious trim products,
and Masonite
Dimensions:
• Frame Thickness: 1 1/2 in. minimum (includes all structural members used for
“panel type shutters” and planks used for “board type shutters”)
• Panels: 3/4 in. minimum set in with an authentic sticking detail (no applied panels
with offset applied trim). Panels can be butted boards set in a wood channel.
Hardware:
• Pull Rings: Rustic, wrought iron or cast construction with or without welded
embellishment and oil rubbed, dark bronze or black iron finish or other shop applied
natural patina finish; Provide one per shutter, mounted directly to shutter
• Hinges: Rustic, wrought iron, exposed strap hinges or pin hinges, oil rubbed, dark
bronze, black iron finish, or other shop applied natural patina finish; mounted directly to
stone surround or window frame. Provide two per shutter minimum.
• Tie-Backs: Rustic, wrought iron with or without welded embellishment and oil
rubbed, dark bronze, black iron finish, or shop applied natural patina finish. Tie-backs
options include propeller style, mounted directly to the stone wall by lag or plate;
propeller style sill mount that are connected directly to the window sill stone or hook and
staple, mounted from the window sill stone; and hooked at the shutter. Provide one
tie-back per shutter.
• Shutter Locks: Rustic, wrought iron, exposed sliding bar lock, oil rubbed, dark bronze,
black iron, or shop applied natural patina finish; Provide one lock per pair of shutters
mounted directly to shutters.
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Articulation:
• Styling: Shutter designs are limited to multi-panelled or board and batten
assemblies.
• Operation: Shutters are not required to be operable, but they must appear as such.
• Edges: All edges are to be routed, rough cut, or carved, or applied molding shall
be used to create the edge detail.
• Surface: Planar, flat with visual expression of composing lumber units (such as
butted vertical boards).
• Jointing: Clear indication of connection such as visual expression of mortise and
tendon and or mechanical/ wrought fastener/ rivet.
• Relationship to Window Size: If shutters are used, window width openings of 18 in.
and smaller may use only one shutter leaf to cover the window. Window width openings
over 18 in. are required to have a pair of shutters cover the window. Shutter size must be
compatible with window size or opening size.
• Prohibitions: Bermuda style shutters, louver style shutters
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Signage
Signage is defined as detached or building mounted presentation of a message which
identifies a commercial tenant, development project, assists with wayfinding, or informs
the reader.
Types:
• Site Signage: Site signage announcing the project and tenants located within the
boundaries of the project. Monument signage with a larger height than width that is able
to be seen from surrounding roadways, including Highway 114, is allowed. Business
monument signage is allowed as provided in Ordinance 703, Section 12. Actual locations
and design of site signage to be approved by the Town prior to erection of any sign.
• Street Signage: Signage identifying the streets throughout the development
• Tenant Signage: Individual retail tenant signage identifying the tenant, products
and/or presenting a business logo.
• Building Identification Signage: Buildings with single or multiple tenants.
Materials:
• Stone: Natural quarried stone or cast stone with carved lettering, numbering and/
or logos. The carving may be back painted for additional contrast.
• Metal: Cut metal, dimensional individual letters, numbers or logos displaying hand
crafted qualities. Acceptable materials are brass, bronze, copper, or ferrous metal.
Acceptable material finishes include oil rubbed dark bronze, black iron, or a shop applied
natural patina finish. Additional colors may be allowed on a case by case basis. Metal
signage is allowed to be back- or halo-lit.
• Letters: Channel letters, pierced or laser cut metal displaying lettering, number or
logos. Acceptable materials are brass, bronze, copper, or ferrous metal. Plastic is allowed
upon review and approval of proposed design. Acceptable metal finishes include oil
rubbed, dark bronze, black iron or a shop applied natural patina finish. Internally lit or
back lit plastic channel letters may be allowed on a case by case basis. Colors and
design to be approved by the Town or their designee.
• Painted Signage: Hand painted lettering, numbers and/or logos on building
facades, or hand painted lettering, numbers and/or logos on wood, metal, or fired
ceramic tile background material.
• Window and Awning Signage: Hand painting of letters, numbers and/ or logos on
window or storefront glazing or awnings is encouraged.
Refer to the Town of Westlake Ordinance 703, Section 12 for further information on
signage in PD1-2.
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Flags and Banners
Material:
• Material General: All material must be commercial grade, weather resistant and
integral color nylon.
• Prohibitions: Non-commercial, hand painted flags, art work or banners
Dimensions:
• Relationship to the structure: Flag poles may not exceed the building height by
more than 15 feet in a commercial use or 5 feet in a non-commercial use. A flag pole
may not be taller than 45 feet. If a flag pole is mounted on a roof it may be 20 feet tall.
• Flag Size: Permitted flag sizes are as specified below determined by flag pole
heights:
15’ 3’x5’
20’ 3’x5’- 4’x6’
25’ 4’x6’ – 5’x8’
30’ 5’x8’ – 6’x10’
35’ 6’x10’ - 8’x12’
40’ 6’x10’ – 10’x15’
45’ 8’x12’ – 10’x15’
• Banner Size: Generally banners are limited to a maximum size of 3 ft. wide X 5 ft. tall
unless a larger size is approved by the Town. A banner may be no taller than 40% of the
length of the pole structure upon which it is mounted unless approved by the Town.
Hardware:
• Building Mounted Vertical Poles: Ferrous Metal, in a finish permitted for decorative
iron work, with external halyard system, mounted on a building roof or parapet,
attachment hardware to compliment design and provide wind tested attachment
mechanism.
• Grade Mounted Vertical Poles: Ferrous Metal, in a finish permitted for decorative
metal work, external halyard system, engineered foundation design, accessory hardware
to compliment design and provide wind tested attachment mechanism.
• Wall Mounted Poles: Ferrous Metal, in a finish permitted for decorative metal work,
projecting from the wall, with wall attachment hardware to compliment design and
provide wind tested attachment mechanism.
• Metal Frames: Rustic, wrought iron, tubular steel or aluminum, with or without
welded or forged embellishment, bronze or black finish.
• Prohibitions: Aluminum, spun aluminum, concrete, or fiberglass poles are prohibited
unless approved by the Town Manager or their designee for properties that are
compatible with the intent of this guideline.
Articulation:
• Themes: Flags and banners may represent countries, sports teams, holiday
traditions, community celebrations, special exhibitions, or other community supported
activities.
• Placement: Flags and banners may be displayed by traditional Ferrous Metal,
vertical flag poles at grade, mounted to non-residential buildings, or on non-residential
building tops. • Display Options: Flags and banners may be displayed by wall mounted diagonal or 66 horizontal flag poles attached to building facades.
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• Attachment to Poles: Flags and banners may be displayed from fixed pole or
lighting elements by means of metal brackets or metal frames.
• Flat Banners: Flat wall mounted flags and banners must be displayed in a
decorative metal frame.
• Prohibitions: Banners and flags that cover windows, doors or other wall openings.
The display of banners and flags temporarily hung from balcony or stair rails. Flags and
banners nailed or screwed directly to a building facade.
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Address Numbers
Materials:
• Materials General: Ceramic tile with painted numbers or cast stone to be approved
on a case by case basis.
• Durability: Tiles are required to be frost proof.
Location:
• Residential Visibility: Residential properties are required to have their address
number visible from the street. Address tiles may be located on the structure or in the
case of a home with a walled courtyard on the street, the address tiles may be mounted
on the wall near the main entrance gate or on the mailbox or as directed by the fire
marshal.
• Commercial Placement: Commercial structures address locations are at the
discretion of the town fire marshal.
Mounting:
• Flush Mounting: Address number tiles are to be flush mounted into the surrounding
wall.
• Mounting heights: Mounting height can vary from a minimum of 3 ft. above grade
to a maximum of 8 ft. above grade or as proposed and approved by the fire marshal.
Dimensions:
• Height/ Width: Address tiles are required to be a minimum width of 3 in. and a
minimum height of 6 in. per number or letter.
• Address numbers or letters are required to be 3.5 in. minimum in height.
Articulation:
• Contrast: Address number color and tile background color must be highly
contrasting.
• Illumination: The illumination of residential and commercial addresses is
encouraged. Internal and/or external illumination is allowed.
• Embellish: The inclusion of decorative painted borders on the tile in a compatible
design style and finish is encouraged.
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Site Enclosures
Site enclosures include all transformer, compactor, and dumpster enclosures. Dumpster
enclosures willshall vary depending on the container size and company associated with
trash pick up.
Materials:
• Site enclosures should resemble a composition of site and/or building remnants.
Both the interior and exterior sides of site enclosures must be finished out with full natural
stone. The interior of the enclosures are permitted to be thin set natural stone cladding.
Location:
• All site enclosures should be located to ensure proper drainage.
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FEE - SIMPLE RESIDENTIAL
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Single Family Residences
Residential expansion in the Catalonian/European Village was not a “Land
Development” led undertaking. Instead, it was a familial pursuit with each succeeding
generation adding and building as necessary to house the expanding family unit. In
architectural terms this is called “additive construction” and is particularly characteristic
of Spanish culture where large families were more commonplace and a vertical family
organization the norm. Therefore, the intricate village look with continuous residential
structures defining a continuous frontage along narrow, winding streets is manifestation
of a social structure and village community. Entrada, which aspires to deliver this same
intricacy, is faced with the challenge of delivering it through a land development process
where fee simple lots are created and sold. The Town has the authority to issue a
permit for a design that meets standards and guidelines contained in Entrada’s zoning
and any mutual agreements with the Land Developer. Therefore, Residential
Development Guidelines are created herein for the purposes of directing the residential
delivery system toward implementation of Entrada’s “European Village” vision. More
specifically, these guidelines are:
Single Family Residences:
As stated above, the typical single family home in a Catalonian/European Village was
not like the single family home one sees in Southlake or even Westlake. It was more like a
town house but the familial structure was stronger than the lot structure. As a result
different houses may have shared common spaces (such as a courtyard) and thereby
add a level of intricacy and complexity to the built fabric that containment within a fee
simple lot willshall likely not give. However, viewing the individual home as part of a block
and not simply as part of a lot provides a basis upon which to direct home design in a
direction more compatible with the Catalonian/European archetype. Therefore, the
guidelines of this section seek to describe the individual home in terms related to its
contribution to the block.
General Definition and Conditions of a Single Family Land Use:
1. A single family home in Entrada may be attached, zero lot line, detached or a
combination thereof as required to meet the Lot Occupancy and Block group
requirements specified below.
2. Single family homes can share yard, courtyard, entry court, motor court space, or a
mews across a property line or property lines.
Refer to the Town of Westlake Ordinance 703 for more information on Single Family Land
Use.
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Features of Lot Occupancy:
In the Catalonian/European Village, the residential structure is established relative to the
street, the necessities of drainage, or other more utilitarian considerations more than
being established relative to legal lot lines. In fact, the land was likely owned by the
nobility and grants for use were given (usually at a high price) forcing more verticality
in the structure form. This system of “land rents” still exists today, even in US cities like
Baltimore, Maryland. Here land once owned by Lord Calvert eventually went to people
who did not reside on the property. Today, every mortgage pays a ground rent to
another person. The result was density, verticality, and continuity along the street.
This all important relation between structure and street over the relation between
structure and lot makes it necessary to advance guidelines which promote street fabric
and complexity. This is called “Lot Occupancy”, meaning placement of the structure
within the lot to establish a meaningful contribution to the street. There are three
important street qualities to accomplish through this guideline. These are:
• Street Complexity: The suburban street is characterized by lot-to-lot repetition of
dimensional zones (front yard, side yard, etc.). The result is a prevailing sameness that has
become so characteristic of “suburban sprawl”. Further, house design serving speculative
market needs tends to deliver an overall sameness to the distribution and architectural
expression of house functions (such as the repetitive garage location). The guideline must
promote a complexity that is typical of the Catalonian/European Village-scape.
• Street Continuity: A continuous street wall is an important element of the village
street.
• Street Interaction: The communal nature of the village celebrates the street as a
communal space. This is accomplished by occasional residential functions which come
out to and/or are visible from the street.
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Street Frontage: Bringing the structure to the street (the referenced Build-to Line) willshall
contribute to a more continuous street wall. Treatments of the Street Wall include:
1. Setback: No minimum but 35% of structure frontage shall be in the Front Yard
“Build-to-Zone” as specified in the following section.
2. Streetscape: 90% of the lot frontage must be residence (minimum 35%), or 6 ft. tall,
minimum natural stone wall, including pedestrian and drive gate if applicable.
3. Penetrations in the Street Wall: One gated pedestrian access is allowed on the
street lot frontage and if said access is located within a freestanding wall, the width of
the pedestrian opening shall not exceed the height of the wall in which the opening is
located. In addition one gated drive court entry is permitted provided that the width of
the entrance does not exceed 16 ft.
4. Driveway Placement: Driveways must not abutt at a common property line unless
the drive is a shared driveway and does not exceed a combined 14 feet in width. Shared
driveways are encouraged, but where not possible, driveways should be separated by
18”. Where shared driveways serving interior motor courts are employed, the frontage
wall and entry gate may be eliminated for the width of the drive.
5. Automotive Access: One 20 ft. wide driveway for direct drive in garages with two
carriage style doors, All other drives are limited to 12 feet wide from curb to entry gate.
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1. Build-to-Zone: Typical front yards are comprised of passive land that usually stands
between the street and house for purpose of protecting the home from street intrusions.
The suburban front yard is a buffer not a connection. Therefore, it is desirable to bring
the residential structure to the street. Each lot shall have a Front Yard Build-to-Zone,
defined as the yard adjacent to the street the building is addressed. A minimum of 35% of
any structure frontage built on a lot (but no less than 20 frontage feet) must be located
within the Front Yard Build-to-Zone. The Build-to-Zone begins at a distance of 7.5’ feet from
the front property line. The distance between building frontage occupancy within
the Front Yard Build-To Zone must not be greater than 45 feet. If a lot is sufficiently wide
that this distance is exceeded within the lot, the length of frontage must be increased or
additional structural frontage within the Front Yard Build-To Zone must be provided.
3 ft.
Start of Build-to-Zone is
located 7.5’ from property
line
2. Walls in the Front Yard Build-to-Zone:
*All Build-to-Zones shall
comply with the distances
listed or as determined by
utility easements.
The remainder of any lot frontage that is not occupied by residence structure within the
Front Yard Build-to-Zone must be finished with a stone frontage wall that is at least 6 feet
tall. Such frontage walls may be eliminated for any portion of the residence structure
frontage located within 3 feet of the wall.
3. Garages in the Front Yard Build-to-Zone: Any garage located within the Front Yard
Build-to-Zone with garage doors that are not screened by the frontage wall shall have
two carriage style doors instead of a single double door. Double wide, single garage
doors are prohibited in street view unless behind a wall or gate structure. J-swing garages
are allowed and not required to be screened as they are not visible from the street.
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Rear Yards That Face a Street:
Due to grade differences, rear yards may be elevated above the street they face.
Therefore, the retaining wall, if necessary, at the rear property line may become a
significant street element.
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1. Rear Yard Build-To Zone: Each lot shall have a Rear Yard Build-to-Zone and a
minimum of 35% (But no less than 20 Rear Yard Frontage Feet) of any structure built on a
lot must be located within the Rear Yard Build-to-Zone. The Build-to-Zone lays between
the Rear property line and distance 5 feet from the rear property line.
2. Walls in the Rear Yard Build-to-Zone: The remainder of any lot frontage that is not
occupied by residence structure within the Rear Yard Build-to-zone must be finished
with a stone frontage wall or iron fence with living hedge that is at least 42 inches tall
where there is a retaining wall separating the lot from the street or 6 feet where there is
no retaining wall. The wall shall not be set back from the rear property line or the top of
retaining wall more than 1.5 feet or a distance determined by utility easements. Such
frontage walls may be eliminated for any portion of the residence structure frontage
located within 5 feet of the wall.
3. Landscape in lieu of wall at the rear yard: Up to 30% of the rear yard may be
screened with landscape in lieu of an opaque wall. Landscape materials shall be
evergreen and used in combination with evergreen understory to provide an effective
screen.
4. Pedestrian Access: One gated pedestrian access is allowed on the rear street
lot frontage and if said access is located within a freestanding wall, the width of the
pedestrian opening shall not exceed the height of the wall in which the opening is
located.
5. Basement Garages: Rear entry garages may be built at street grade in lieu of a
continuous rear lot line retaining wall. If a garage is so located, it shall have two carriage
style doors instead of a single double door. Double wide, single garage doors are
prohibited in street view unless provided in a J-swing configuration.
*All Build-to-Zones shall
comply with the distances
listed or as determined by
utility easements.
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Side Yards
1. Setback: No minimum. Subject to the block group standards.
2. Streetscape: Subject to the Block Corner standard stated below under Block
Group, 100% of the side lot frontage must be residence in combination with a 6’ tall
minimum, natural stone wall and wrought iron fence with living hedge if it does not (in
combination with other gates) exceed 30% of the side yard wall.
3. Corner Lot Build-To-Zone: Each lot shall have a Corner Side Yard Build-to-Zone and
a minimum of 50% of any structure built on a lot must be located within the Corner Side
Yard Build-to-Zone. The Build-to-Zone lays between the front property line and distance
from the front property line determined by utility easements.
4. Side Yard Build-To Zone: Each lot shall have a Side Yard Build-To Zone at each side
lot line and structural occupancy of this zone shall conform to the Block Group Standards
specified below. Where side yards are directly adjacent to a neighboring structure, an
additional wall in the Side Yard Build-to Zone is not required.
5. Automotive Access: Garages located within a Corner Side Yard Build-to-Zone
with garage doors that are not screened by the side yard frontage wall shall have two
carriage style doors instead of a single double wide single garage door. Single double
wide garage doors are prohibited in street view unless behind a wall or gate structure.
6. Pedestrian Access: Any pedestrian access gate located in the corner side yard
frontage may replace the need for such a gate in the front yard.
*All Build-to-Zones shall
comply with the
distances listed or as
determined by utility
easements.
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Block Group Continuity:
1. Block Group Unit: A Block Group is any set of 5 residences along a residential street.
The street may have more than one Block Group. If the length of the street has more than
one Block Group and the number of houses in the last group is less than 5, then
the last homes are not governed by Block Group standards contained herein and are
considered Villa lots.
2. Block Corner: Any lot of a Block Group located at a street corner may have a zero
side yard at the corner and the 25% lot Front Yard occupancy standard (stated above)
may be accomplished at the frontage corner.
3. Building Mass Continuity: At least 2 of the 6 side lot lines in a Block Group shall
be a common wall line for attached residences or at least 3 of the 6 side lot lines in a
Block Group shall be a zero lot line. This standard is satisfied if a minimum of 25% of the
residence facing the side lot line shall be built to this zero or common lot line standard
and such 25% must be located at the street frontage.
4. Side Yard Build-to-Zone: At least 45% of a residence facing any side yard, not built
to a zero lot line or common lot line shall be built within the Side Yard Build-to-Zone. A
residence which already is building to the zero or common lot line standard only has to
have 25% of the structure, facing the non-zero or non-common lot line, in conformance
with this standard. The Side Yard Build-to-Zone lies from the side yard lot line to a distance
2 ft., or as determined by utility easements, from the side yard lot line.
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Residential Exterior Entrances
Material:
• General: All entrance doors and frames are required to be wood or rustic wrought
iron.
• Wood: Approved woods are Oak, Poplar, Alder, Cypress, Clear Pine, Clear Cedar,
Cherry, Teak or Walnut.
• Wood Production: All units are milled lumber. All trim is milled lumber.
• Wood Prohibitions: Plywood, composite board, stamped metal, vinyl, or fiberglass
• Iron: Rustic, wrought iron appearance
• Iron Production: Frames constructed with structural tubular steel. All panels must be
iron plate. All ironwork finishes willshall be oil rubbed bronze, dark bronze, or black iron.
• Iron Prohibitions: Polished brass and stainless steel finishes and pressed or formed
steel doors that are meant to look like wood doors.
Dimensions
• Wood Frame Thickness: 1 3/4 in. minimum.
• Wood Panels: 3/4 in. minimum set in with an authentic sticking detail (no applied
panels with offset applied trim). Panels can be butted boards set in a wood channel.
• Wood Stiles: 4 1/2 in. minimum
• Wood Top Rail: 4 1/2 in. minimum.
• Wood Bottom Rail: 7 1/2 in. minimum.
• Iron Frames: Flat bar plate with 1/4 in thickness minimum or structural tubular steel
• Iron Infill bars/ pickets: 1/2 in. minimum
• Iron Panels: 3/16 in. min thickness
Opacity
• Void to solid ratio: None specified
Articulation
• Wood Edges: All edges are routed or carved
• Surface: Planar, flat with visual expression of composing lumber units (such as
butted vertical boards).
• Joints: Clear indication of connection such as visual expression of mortise and
tendon and or mechanical/ wrought fastener/ rivet.
• Glazing: Glazing is limited to clear or seeded finish.
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Residential- Exterior Garage Doors
Material:
• Visible Face: All visible faces of garage doors, in the closed position, are required to
be wood. Approved woods are Western Red Cedar, Alder, Spanish Cedar, Cypress, Teak
or Mahogany.
• Face Production: All units are milled or rough cut lumber, not plywood, composite
board, vinyl or fiberglass. All trim is milled or rough cut lumber.
• Prohibitions: Composite wood, plywood, fiberglass and steel doors are prohibited
unless employed as a structural carrier for the approved woods listed above.
Dimensions:
• Thickness: 1 3/8 in. minimum.
• Panels: 5/8 in. minimum set in with an authentic sticking detail. Panels can be
butted boards set in a wood channel.
• Stiles: 3 1/2 in. minimum
• Top Rail: 3 1/2 in. minimum.
• Bottom Rail: 3 1/2 in. minimum.
• Door Height: 8 ft. minimum. If the door is arched, it may be 9 feet to the spring line
of the arch.
• Door Width: 10 ft. maximum when the door is parallel to the public street.
Opacity:
• Void to solid ratio: Glazing is prohibited in garage doors when parallel to the public
street.
Articulation:
Edges: All edges are routed or carved or rough cut
Surface: Planar, flat with visual expression of composing lumber units (such as butted
vertical boards).
• Jointing: Clear indication of connection such as visual expression of mortise and
tendon and or mechanical/ wrought fastener/ rivet. Clear visual expression of gate leaf
and the structure supporting it (such as cross bucks or frame).
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Residential Exterior Door Hardware
Exterior Door Hardware is defined as passage sets, lock sets, locks, kick plates, pull
handles, emergency exit bars, hinges, and sills associated with residential or commercial
entrances as well as garage doors and commercial exterior service doors.
Materials:
• General Material: Ferrous metal (square or round section) cut to shape or cast
metal.
• Surface: Rustic, wrought iron appearance
• Styling: Spanish and Arts and Crafts are appropriate design styles.
• Finish: All hardware finishes willshall be oil rubbed, dark bronze or black iron or
other natural patina finish.
• Thresholds: Thresholds are milled lumber, natural stone, cast stone, or dark bronze or
black anodized metal.
• Prohibitions: Brass or bronze material; polished brass and stainless steel finishes.
Door Entry Sets:
• Handle: Doors must have a lever, large pulls or thumb latch operating systems.
• Back Plates: Minimum 8” high back plates are required with the operating system of
choice.
• Prohibitions: Round knobs
Hinges:
• Hinge Type: The use of H-shaped hinges, butt hinges with decorative finials, or strap
hinges is required if seen on the exterior.
• Prohibitions: If visible from the exterior, the use of butt hinges without decorative
finials
Accessories:
• Door Knocker: Not required, but if installed it must be wrought iron in a compatible
design style
• Grills: Not required, but if installed they must be a wrought iron “speakeasy“-type
grille in a compatible design style and finish that protects the glazed opening.
• Metal Strapping: The use of decorative metal strapping, in a compatible design
style and finish, is encouraged at the primary residential entrance.
• Decorative Elements: Decorative studs, antique nails, and door buttons in a
compatible design style and finish are appropriate and permitted.
• Kick plates: Plates in a compatible design style and finish are permitted.
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Residential Exterior Garage Door Hardware
Materials:
• General: Ferrous metal (square or round section) cut to shape or cast metal.
• Surface: Rustic, wrought iron appearance
• Styling: Spanish and Arts and Crafts are appropriate design styles.
• Finish: All hardware finishes willshall be oil rubbed, dark bronze or black iron or
other natural patina finish.
• Prohibitions: Brass or bronze material; polished brass and stainless steel finishes
Accessories:
• Placement of Door Pulls: At a minimum, one decorative, wrought iron door pull in
a compatible design style is required at each garage door. If the styling of the door
appears as two leafs, one pull for each leaf is required. Refer to Ornamental Ironwork for
additional information.
• Metal Strapping: Wrought iron decorative metal strapping in a compatible design
style and finish is required at all garage doors. At a minimum, four 18 in. straps are
required per door.
• Decorative Elements: Decorative studs, antique nails, and door buttons in a
compatible design style and finish are appropriate and permitted but not required.
• Kick Plates: Kick plates in a compatible design style and finish are permitted but not
required
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