This document provides information for the City Council of Alamo Heights regarding a request for compatibility review of a proposed new single-family home and detached accessory structure at 119 Grant Avenue. The property is currently vacant and zoned SF-A. Plans for the 3,594 square foot home and 426 square foot garage are within lot coverage and floor area ratio requirements. The Architectural Review Board unanimously recommended approval of the design as compatible with the neighborhood.

1. CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
CITY COUNCIL AGENDA MEMORANDUM
TO: Mayor and City Council Members
FROM: Lety Hernandez, Director of Community Development Services
SUBJECT: Case No. 884 F – 119 Grant
Request of Collin Stone of CR Stone Construction LLC, applicant, representing Navami
Designs LLC, owner, for the compatibility review of the proposed design located at 119
Grant in order to construct a new single-family residence with detached accessory
structure under Demolition Review Ordinance No. 1860 (April 12, 2010).
DATE: June 27, 2022
BACKGROUND INFORMATION
The property is zoned SF-A and is located on the north side of Grant between Morton St and
Patterson Ave. The property is currently vacant.

2. POLICY ANALYSIS
Lot Coverage / Floor Area Ratio Existing Proposed
Lot Area 7500 7500
Main House 1st
Floor* 2126
Main House 2nd
Floor 935
Main House – Loft
Garage/Carport – 1st
Floor* 426
Garage – 2nd
Floor
Front Porch* 107
Rear Porch*
Covered Patio/Deck*
Breezeway*
Other*
Total Square Footage 3,594 sq ft
Lot Coverage* (max 40%) 0 sq ft / 0% 2,659 sq ft / 35.5%
FAR (max 47% with bonus) 0 sq ft / 0% 3,487 sq ft / 46.5%
Bonuses
+2 – one-story accessory structure
 Main Structure
o Height – 25ft 3-7/8 inches
o Siding – Stone, Stucco, & Standing Seam Metal
o Roof – Standing Seam Metal
 Detached Garage
o Height – 17ft
o Siding – Stucco
o Roof – Standing Seam Metal
 Chapter 5 – Buildings and Building Regulation, Article IX. – Demolition
Compatibility shall mean harmony with the existing neighborhood, site configurations,
development patterns, and the character of the development envelope found within the adjacent
and immediate block area, as demonstrated in the demolition review application, including roof
pitch, scale, massing, garage and driveway location and setbacks. Adjacent and immediate block
area shall include but not be limited to all properties along:
(1) The specific block where the project is proposed;
(2) The block to each side of the project's block; and
(3) The blocks directly across the street of the three (3) blocks identified above.
The Architectural Review Board conducted the compatibility review at their regular meeting of
June 21, 2022. The board voted unanimously to recommend approval of the design as compatible.
FISCAL IMPACT
No projected fiscal impact from this project has been calculated.
ATTACHMENTS
Attachment A – Web Packet
Attachment B – Response Cards

3. ______________________
Lety Hernandez
Director
______________________
Buddy Kuhn
City Manager

4. CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
6116 BROADWAY
SAN ANTONIO, TX 78209
210-826-0516
Architectural Review Board Meeting
June 21, 2022 – 5:30 P.M.
Take notice that a Regular Architectural Review Board meeting of the City of Alamo Heights will be held
on Tuesday, June 21, 2022 at 5:30pm in the City Council Chamber, located at 6116 Broadway St, San
Antonio, Texas, 78209, to consider and act upon any lawful subjects with may come before it. Per
Governor’s Order GQ-36, attendees are not required to wear facial covering (mask) but they are
encouraged. The City will continue to practice social distancing, and seating will be limited to
capacity limits.
INSTRUCTIONS FOR TELECONFERENCE: Members of the public may also participate via audio
by dialing 1-346-248-7799 and entering access number 868 0184 5240#. If you would like to speak on
a particular item, when the item is considered, press *9 to “raise your hand”. Citizens will have three
(3) minutes to share their comments. The meeting will be recorded.
Case No. 884 F – 119 Grant
Request of Collin Stone of CR Stone Construction LLC, applicant, representing Navami Designs LLC,
owner, for the compatibility review of the proposed design located at 119 Grant in order to construct a
new single-family residence with detached accessory structure under Demolition Review Ordinance No.
1860 (April 12, 2010).
Chapter 5 of Code of Ordinances (Buildings and Building Regulations) requires City Council to consider the
ARB’s recommendation for all demolition/final design review applications. Please check the ARB posted
results on the City’s website after the ARB meeting to confirm any future meeting dates.
Plans are available for public viewing on the City’s website, with the exception of floor plans,
(http://www.alamoheightstx.gov/departments/planning-and-development-services/public-notices/)
and at the Community Development Services Department located at 6116 Broadway St, 2nd
floor.
You may also email Eron Spencer, Planner, at espencer@alamoheightstx.gov or Lety Hernandez,
Director, at lhernandez@alamoheightstx.gov, or call our office at (210) 826-0516 for additional
information regarding this case.
Attachment A

5. Attachment A

6. Attachment A

7. Attachment A

8. Attachment A

9. Attachment A

10. Attachment A

11. 6"
CENTERLINE
FLOOR CHANGE AMOUNT
FLOOR CHANGE
ELEVATION IDENTIFICATION
SHEET NUMBER OF DETAIL
EXISTING CONST. TO REMAIN
EXISTING CONST. TO BE REMOVED
461.0'
LEVEL DESCRIPTION
EXISTING ELEVATION
NEW ELEVATION
DETAIL NUMBER
1 HR. SEPARATION
NEW CONSTRUCTION
12 WINDOW NUMBER
A DEMOLITION KEYNOTE
2 REVISION NOTE
NORTH INDICATOR
SECTION IDENTIFICATION NUMBER
NUMBER OF SHEET IN WHICH
LEGEND
SECTION IS DRAWN
0/A0.0
0/A0.0
0/A0.0
0/A0.0
1/A6.1
100.00'
FINISH FLOOR
0
A0.0
9
NORTH
1 DETAIL
FULL
KEYNOTE
IDENTIFICATION
NUMBER
DRAWING IDENTIFICATION NUMBER
SCALE OF DRAWING
DRAWING TITLE
APPLICABLE BUILDING CODES & AUTHORITIES
2021 International Building Code
2021 International Residential Code
2021 International Existing Building Code
2021 International Mechanical Code
2021 International Plumbing Code
2021 International Fuel Gas Code
2021 International Fire Code
2021 International Energy Conservation Code
2020 National Electric Code
A0.01 COVER SHEET / INDEX/SURVEY
DRAWING INDEX
GENERAL
CODE REVIEW SUMMARY
LOCATION: 119 GRANT AVE. ALAMO HEIGHTS, TEXAS 78209
OCCUPANCY CLASSIFICATION
BUILDING TYPE:
SINGLE FAMILY
BUILDING AREA:
3,061 S.F.
ARCHITECTURAL
A3.01
LOCATION MAP - CITY
Residence
119 Grant Ave
Alamo Heights, TX 78209
ROOF PLAN
DESIGN TEAM
EXQUISITE DESIGN
1270 N LOOP 1604 E #1201
SAN ANTONIO, TEXAS 78232
210.421.8890
GENEVIE@EXQUISITESA.COM
A1.01 SITE PLAN, SURVEY
A4.01 EXTERIOR ELEVATIONS
A2.01 FLOOR PLAN & CALCULATIONS
A4.02 EXTERIOR ELEVATIONS
Grant
BUILDING OFFICIAL STAMP
A0.01
Cover Sheet / /index
DESIGN DEVELOPMENT
S H E E T N U M B E R
D A T E
S H E E T T I T L E
P R O J E C T N U M B E R
EXP. DATE
DATE
THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE
PROPERTY OF EXQUISITE DESIGN AND MAY NOT BE REPRODUCED,
A L L O R I N P A R T , W I T H O U T
W R I T T E N C O N S E N T F R O M
E X Q U I S I T E D E S I G N .
EXQUISITE DESIGN IS A DESIGN COMPANY, NOT AN ENGINEERING
FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS.
A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED
AND CONSULTED IMMEDIATELY REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN
ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER
OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE,
WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT.
EXQUISITE DESIGN IS NOT TO BE HELD RESPONSIBLE FOR THE
STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES
O R P R O B L E M S A R I S E .
OWNER
22-GRANT
D A T E
N O . D E S C R I P T I O N O F I S S U E
18 April 2022
B A R L E N G T H O N
ORIGINAL DRAWING
E Q U A L S 1 I N C H
E X Q U I S I T E D E S I G N
1 2 7 0 N L O O P 1 6 0 4 E # 1 2 0 1
S A N A N T O N I O , T E X A S 7 8 2 3 2
V O I C E : ( 2 1 0 ) 4 2 1 - 8 8 9 0
G E N E V I E @ E X Q U I S I T E S A . C O M
Grant
New
Construction
119 Grant Ave
Alamo Heights, TX 78209
119
Grant
Ave
Alamo
Heights,
TX
78209
Attachment A

12. NORTH
0'
1 SITE PLAN
1/8" = 1'-0"
4'
2' 8' 12'
NEW 2-STORY STRUCTURE
3,061 SF
NEW 2 CAR GARAGE
426 SF
GRANT
AVENUE
CONCRETE
LANDING
10'-0"
20'-5"
26'-2"
11'-1"
97'-11 1/2" 30'-0"
120'-0"
AC
PAD
6'-0"
3'-5"
30'-0"
21'-7
1/2"
11'-2
3/4"
6'-0
3/4"
50'-0"
10'-0"
30'-0"
90'-0"
150'-0"
PROPERTY LINE PROPERTY LINE PROPERTY LINE
PROPERTY
LINE
PROPERTY
LINE
PROPERTY LINE PROPERTY LINE PROPERTY LINE
PROPERTY
LINE
PROPERTY
LINE
ALLOWED: LOT COVERAGE 40%
7,500 X .40 = 3,000 SF BUILDING FOOTPRINT
ACTUAL:
BUILDING FOOTPRINT 2,126 SF
GARAGE 426 SF
CONCRETE AC PAD: 9 SF
CONCRETE LANDING: 21 SF
WOOD SIDE PATIO: 309 SF
WOOD FRONT PATIO: 107 SF
TOTAL 2,998 SF (39.97%)
LOT COVERAGE CALCS.
MAIN HOUSE 1ST FLOOR: 2,126 SF
MAIN HOUSE 2ND FLOOR: 935 SF
GARAGE 1ST FLOOR: 426 SF
3,487 SF / 7,500 = .46 FAR
FLOOR AREA RATIO
SOD
SOD
SOD
3'-5" 20'-10 1/2" 5'-8 1/2"
11'-1
3/4"
22'-2
1/4"
21'-9
3/4"
6'-0"
6'-0"
26'-0
3/4"
30" OAK
TREE TO
REMAIN
36" OAK
TREE TO
REMAIN
14" ELM
TREE TO
REMAIN
SOD
6'-7"
21'-6" 7'-3" 12'-9" 34'-0 1/2" 13'-8 1/2"
9"
9'-9"
8'-0"
12'-0"
30" OAK
CRITICAL
ROOT
ZONE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
SLOPE
DRAINAGE
14" ELM
CRITICAL
ROOT
ZONE
UNCOVERED
SIDE PATIO
COVERED
FRONT
PATIO
PERVIOUS
(CRUSHED ROCK)
DRIVEWAY
PERVIOUS
(CRUSHED ROCK)
DRIVEWAY
PERVIOUS
(CRUSHED ROCK)
DRIVEWAY
PERVIOUS
(CRUSHED ROCK)
DRIVEWAY
36" OAK
CRITICAL
ROOT
ZONE
36" OAK 4,070 SF OF CRITICAL ROOT ZONE / 1,699 SF OF BUILDING COVERAGE = 42%
30" OAK 2,827 SF OF CRITICAL ROOT ZONE / 1,390 SF OF BUILDING COVERAGE = 49%
CRITICAL ROOT ZONE CALCULATION
23'-5 1/4"
14'-8
1/16"
A1.01
Site Plan
DESIGN DEVELOPMENT
S H E E T N U M B E R
D A T E
S H E E T T I T L E
P R O J E C T N U M B E R
EXP. DATE
DATE
THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE
PROPERTY OF EXQUISITE DESIGN AND MAY NOT BE REPRODUCED,
A L L O R I N P A R T , W I T H O U T
W R I T T E N C O N S E N T F R O M
E X Q U I S I T E D E S I G N .
EXQUISITE DESIGN IS A DESIGN COMPANY, NOT AN ENGINEERING
FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS.
A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED
AND CONSULTED IMMEDIATEL Y REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN
ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER
OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE,
WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT.
EXQUISITE DESIGN IS NOT TO BE HELD RESPONSIBLE FOR THE
STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES
O R P R O B L E M S A R I S E .
OWNER
22-GRANT
D A T E
N O . D E S C R I P T I O N O F I S S U E
18 April 2022
B A R L E N G T H O N
ORIGINAL DRAWING
E Q U A L S 1 I N C H
E X Q U I S I T E D E S I G N
1 2 7 0 N L O O P 1 6 0 4 E # 1 2 0 1
S A N A N T O N I O , T E X A S 7 8 2 3 2
V O I C E : ( 2 1 0 ) 4 2 1 - 8 8 9 0
G E N E V I E @ E X Q U I S I T E S A . C O M
Grant
New
Construction
119 Grant Ave
Alamo Heights, TX 78209
119
Grant
Ave
Alamo
Heights,
TX
78209
Attachment A

13. 2:12
SLOPE
1/4":12
SLOPE
1/4":12
SLOPE
1/4":12
SLOPE
1/4":12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
8:12
SLOPE
1 GARAGE ROOF PLAN
1/4" = 1'-0"
2 MAIN HOUSE ROOF PLAN
1/4" = 1'-0"
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
TPO MEMBRANE;
INSTALL SCUPPERS FOR
DRAINAGE
6" 6"
6"
2:12
SLOPE
2:12
SLOPE
2:12
SLOPE
6"
6" 6"
6"
6"
1/4":12
SLOPE
1/4":12
SLOPE
PERGOLA PATIO
COVERING
OPENING
FOR TREE
STANDING SEAM
METAL ROOF
A3.01
Roof Plan
DESIGN DEVELOPMENT
S H E E T N U M B E R
D A T E
S H E E T T I T L E
P R O J E C T N U M B E R
EXP. DATE
DATE
THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE
PROPERTY OF EXQUISITE DESIGN AND MAY NOT BE REPRODUCED,
A L L O R I N P A R T , W I T H O U T
W R I T T E N C O N S E N T F R O M
E X Q U I S I T E D E S I G N .
EXQUISITE DESIGN IS A DESIGN COMPANY, NOT AN ENGINEERING
FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS.
A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED
AND CONSULTED IMMEDIATEL Y REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN
ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER
OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE,
WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT.
EXQUISITE DESIGN IS NOT TO BE HELD RESPONSIBLE FOR THE
STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES
O R P R O B L E M S A R I S E .
OWNER
22-GRANT
D A T E
N O . D E S C R I P T I O N O F I S S U E
18 April 2022
B A R L E N G T H O N
ORIGINAL DRAWING
E Q U A L S 1 I N C H
E X Q U I S I T E D E S I G N
1 2 7 0 N L O O P 1 6 0 4 E # 1 2 0 1
S A N A N T O N I O , T E X A S 7 8 2 3 2
V O I C E : ( 2 1 0 ) 4 2 1 - 8 8 9 0
G E N E V I E @ E X Q U I S I T E S A . C O M
Grant
New
Construction
119 Grant Ave
Alamo Heights, TX 78209
119
Grant
Ave
Alamo
Heights,
TX
78209
Attachment A

14. E EXTERIOR ELEVATION
3/16" = 1'-0"
734.9'
AVERAGE GRADE 739.575
FINISHED FLOOR 0'-0"
TOP PLATE 10-0"
FINISHED FLOOR 0'-0"
BELOW GRADE
TOP PLATE 10'-0"
GARAGE TOP PLATE 8'-0"
SECOND LEVEL
FINISHED FLOOR 11'-2"
TOP PLATE 19'-2"
19'-2"
8'-0"
6'-1
7/8"
10'-0"
1'-2"
8'-0"
AVERAGE GRADE 739.575
12'-0"
3'-0"
5'-0"
3'-0"
3'-0"
5'-0"
3'-0"
2'-0"
6'-0"
3'-0"
2'-0"
6'-0"
5'-0"
2'-0"
6'-0"
2'-6"
2'-0"
5'-0"
3'-0"
2'-0"
5'-0"
3'-0"
6'-8"
3'-0"
8'-0"
3'-0"
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL ROOF
STUCCO STUCCO
STUCCO
STUCCO
AVERAGE GRADE 739.575
2'-0"
5'-0"
3'-0" 3'-0"
3'-0"
STUCCO
STUCCO
10'-0"
8'-2
15/16"
18'-2
15/16"
17'-0" ACCESSORY STRUCTURE HEIGHT
1'-2" BELOW
AVERAGE GRADE
AC PAD
& METERS
STANDING SEAM
METAL ROOF
4'-8
1/8"
AVERAGE GRADE IS F.F.
AVERAGE GRADE 744.6
1'-2"
24'-2
1/8"
25'-3
7/8"
25'-3
7/8"
90'-0"
9'-5"
HEIGHT
FROM
FINISHED
FLOOR
HEIGHT
FROM
AVERAGE
GRADE
W EXTERIOR ELEVATION
3/16" = 1'-0"
747.5
AVERAGE GRADE 739.575 AVERAGE GRADE 739.575
734.9'
AVERAGE GRADE 739.575
FOUNDATION -0'-6"
TOP PLATE 10'-0"
SECOND LEVEL
FINISHED FLOOR 11'-2"
FINISHED FLOOR 0'-0"
TOP PLATE 19'-2"
6"
3'-9
7/8"
2'-0"
5'-0"
3'-0"
2'-0"
5'-0"
3'-0"
3'-0"
4'-0"
2'-0"
8'-0"
2'-0"
5'-0" 5'-0" 5'-0"
8'-0"
2'-0"
5'-0"
8'-0"
2'-0"
5'-0"
5'-0" 5'-0" 5'-0"
2'-0"
6'-0"
4'-0"
2'-0"
6'-0"
4'-0"
24'-1
7/16"
2'-0"
5'-0"
5'-0"
2'-0"
5'-0"
5'-0"
18'-2
15/16"
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL SIDING
STANDING SEAM
METAL ROOF
STANDING SEAM
METAL SIDING
STANDING SEAM
METAL SIDING
STANDING SEAM
METAL ROOF
LIMESTONE
STUCCO
LIMESTONE
STUCCO
6'-10"
3'-5"
FINISHED FLOOR 0'-0"
GARAGE TOP PLATE 8'-0"
8'-0"
17'-0" ACCESSORY STRUCTURE HEIGHT
STUCCO
8'-0"
2'-0"
8'-0"
2'-0"
10'-0"
1'-2"
8'-0"
4'-11
7/16"
16'-0"
12'-0"
1'-2" BELOW
AVERAGE GRADE AVERAGE GRADE IS F.F.
AVERAGE GRADE 744.6
1'-2"
10'-7"
STANDING SEAM
METAL ROOF
HEIGHT
OF
CHIMNEY
9'-5"
HEIGHT
FROM
FINISHED
FLOOR
HEIGHT
FROM
AVERAGE
GRADE
4'-10"
25'-3
7/8"
A4.01
Exterior Elevations
DESIGN DEVELOPMENT
S H E E T N U M B E R
D A T E
S H E E T T I T L E
P R O J E C T N U M B E R
EXP. DATE
DATE
THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE
PROPERTY OF EXQUISITE DESIGN AND MAY NOT BE REPRODUCED,
A L L O R I N P A R T , W I T H O U T
W R I T T E N C O N S E N T F R O M
E X Q U I S I T E D E S I G N .
EXQUISITE DESIGN IS A DESIGN COMPANY, NOT AN ENGINEERING
FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS.
A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED
AND CONS ULTED IMMEDIATEL Y REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN
ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER
OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE,
WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT.
EXQUISITE DESIGN IS NOT TO BE HELD RESPONSIBLE FOR THE
STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES
O R P R O B L E M S A R I S E .
OWNER
22-GRANT
D A T E
N O . D E S C R I P T I O N O F I S S U E
18 April 2022
B A R L E N G T H O N
ORIGINAL DRAWING
E Q U A L S 1 I N C H
E X Q U I S I T E D E S I G N
1 2 7 0 N L O O P 1 6 0 4 E # 1 2 0 1
S A N A N T O N I O , T E X A S 7 8 2 3 2
V O I C E : ( 2 1 0 ) 4 2 1 - 8 8 9 0
G E N E V I E @ E X Q U I S I T E S A . C O M
Grant
New
Construction
119 Grant Ave
Alamo Heights, TX 78209
119
Grant
Ave
Alamo
Heights,
TX
78209
Attachment A

15. PROPERTY
LINE
AVERAGE GRADE 744.6
1'-2"
8'-0"
6'-10"
17'-0" ACCESSORY STRUCTURE HEIGHT
3'-5"
PROPERTY
LINE
2
12
1'-2" BELOW
AVERAGE GRADE
FINISHED FLOOR 0'-0"
GARAGE TOP PLATE 8'-0"
8'-0"
STUCCO
STANDING SEAM
METAL ROOF
N EXTERIOR GARAGE ELEVATION
3/16" = 1'-0"
10'-7"
25'-4"
HEIGHT
FROM
FINISHED
FLOOR
HEIGHT
FROM
AVERAGE
GRADE
9'-5"
21'-3" 3'-5"
S EXTERIOR ELEVATION
3/16" = 1'-0"
AVERAGE GRADE 739.575
AVERAGE GRADE 739.575
734.9
734.9
10'-0"
PROPERTY
LINE
PROPERTY
LINE
18'-2
15/16"
WOOD
SIDING
STUCCO
6'-0"
12'-0"
9'-7"
28'-0" MAX BUILDING HEIGHT
19'-2"
ALLOWABLE
LOOMING
HEIGHT
ALLOWABLE
LOOMING
HEIGHT
FINISHED FLOOR 0'-0"
FIRST LEVEL TOP PLATE 10'-0"
10'-0"
25'-3
7/8"
SECOND LEVEL
FINISHED FLOOR 11'-2"
1'-2"
8'-0"
STUCCO
7
12
7
12
FIRST LEVEL TOP PLATE 19'-2"
20'-0"
LOOMING
HEIGHT
@
10'-0"
SETBACK
AVERAGE GRADE IS F.F.
STUCCO
STUCCO STUCCO
16'-0"
24'-2
1/8"
N EXTERIOR ELEVATION
3/16" = 1'-0"
AVERAGE GRADE 739.575
PROPERTY
LINE
6'-0"
PROPERTY
LINE
747.5 747.5
28'-0" MAX BUILDING HEIGHT
3'-5"
20'-0"
12'-0"
10'-0"
20'-0"
19'-2"
ALLOWABLE
LOOMING
HEIGHT
LOOMING
HEIGHT
@
10'-0"
SETBACK
FINISHED FLOOR 0'-0"
TOP PLATE 10'-0"
SECOND LEVEL
FINISHED FLOOR 11'-2"
TOP PLATE 19'-2"
10'-0"
1'-2"
8'-0"
6'-1
7/8"
25'-3
7/8"
8'-0"
2'-0"
5'-0"
8'-0"
3'-0"
STUCCO
STUCCO
WOOD
SIDING
LIMESTONE
AVERAGE GRADE IS F.F.
24'-2
1/8"
LOOMING
HEIGHT
@
6'-0"
SETBACK
PROPERTY
LINE
AVERAGE GRADE 744.6
747.5'
1'-2"
17'-0"
ACCESSORY
STRUCTURE
HEIGHT
PROPERTY
LINE
2
12
1'-2" BELOW
AVERAGE GRADE
FINISHED FLOOR 0'-0"
GARAGE TOP PLATE 8'-0"
8'-0"
STUCCO
STANDING SEAM
METAL ROOF
10'-7"
S EXTERIOR GARAGE ELEVATION
3/16" = 1'-0"
3'-5"
6'-10"
8'-0"
AVERAGE GRADE 744.6
25'-4"
9'-5"
HEIGHT
FROM
FINISHED
FLOOR
HEIGHT
FROM
AVERAGE
GRADE
3'-5" 21'-3"
A4.02
Exterior Elevations
DESIGN DEVELOPMENT
S H E E T N U M B E R
D A T E
S H E E T T I T L E
P R O J E C T N U M B E R
EXP. DATE
DATE
THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE
PROPERTY OF EXQUISITE DESIGN AND MAY NOT BE REPRODUCED,
A L L O R I N P A R T , W I T H O U T
W R I T T E N C O N S E N T F R O M
E X Q U I S I T E D E S I G N .
EXQUISITE DESIGN IS A DESIGN COMPANY, NOT AN ENGINEERING
FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO
DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS.
A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED
AND CONSULTED IMMEDIATEL Y REGARDING FRAMING,
WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN
ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER
OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE,
WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT.
EXQUISITE DESIGN IS NOT TO BE HELD RESPONSIBLE FOR THE
STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES
O R P R O B L E M S A R I S E .
OWNER
22-GRANT
D A T E
N O . D E S C R I P T I O N O F I S S U E
18 April 2022
B A R L E N G T H O N
ORIGINAL DRAWING
E Q U A L S 1 I N C H
E X Q U I S I T E D E S I G N
1 2 7 0 N L O O P 1 6 0 4 E # 1 2 0 1
S A N A N T O N I O , T E X A S 7 8 2 3 2
V O I C E : ( 2 1 0 ) 4 2 1 - 8 8 9 0
G E N E V I E @ E X Q U I S I T E S A . C O M
Grant
New
Construction
119 Grant Ave
Alamo Heights, TX 78209
119
Grant
Ave
Alamo
Heights,
TX
78209
Attachment A

16. Attachment A

17. Attachment A

18. Attachment A

19. Attachment A

20. 1
Lety Hernandez
Subject: FW: Architectural Review Board Case #884F - 119 Grant Ave
From: Kyle Moe <>
Sent: Wednesday, June 8, 2022 6:45 PM
To: Lety Hernandez <lhernandez@alamoheightstx.gov>
Subject: Architectural Review Board Case #884F - 119 Grant Ave
Hello,
My name is Kyle Moe, and I live at 230 Argyle Ave. My wife and I received the notice about the review board case for
119 Grant Ave.
We are writing in support the project.
Thank you very much.
Very Best,
Kyle Moe
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**This email is not from your organization, please verify the Sender's Name matches the From Email Address!**
Attachment B

21. 1
Lety Hernandez
Subject: FW: 119 Grant
From: Laurin Cothren < >
Sent: Wednesday, June 15, 2022 2:35 PM
To: Lety Hernandez <lhernandez@alamoheightstx.gov>
Subject: 119 Grant
I have no objection to proposed plans
I am pleased that trees will be saved and that no variances are required.
Laurin Cothren
117 Grant Ave.
Please be cautious
**This email is not from your organization, please verify the Sender's Name matches the From Email Address!**
Attachment B

22. Attachment B