Item # 6 203 Grant

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. 867F – 203 Grant
Request of Manuel G. Gonzalez of MG Builders, applicant, representing Gary Jacobs,
owner, for the compatibility review of the proposed design located at 203 Grant in order
to construct a new single-family residence with attached accessory structure under
Demolition Review Ordinance No. 1860 (April 12, 2010).
DATE: December 13, 2021
BACKGROUND INFORMATION
The property is zoned SF-A and is located on the north side of Grant at the intersection of
Morton.
The Architectural Review Board conducted the significance review of the main structure on
September 18, 2021 and demolition was approved by Council on October 08, 2018.

POLICY ANALYSIS
Lot Coverage Existing Proposed
Lot Area 14,386 14,386
Main House 1,914 3,683
Front Porch 80
Side Porch
Garage Footprint 144 590
Covered Patio 120
Other Accessory Structures 828 774
Lot Coverage / Lot Area 3,086 / 14,386 5,047 / 14,386
Total Lot Coverage 21.45% 35.08%
Floor Area Ratio Existing Proposed
Lot Area 14,336 14,386
Main House 1st Floor 1,914 3,683
Main House – 2nd
Floor
Garage 1st Floor 144 590
Garage – 2nd
Floor 533
Other Accessory Structures 828 774
FAR / Lot Area 2,886 / 14, 386 5,580 / 14,386
Total FAR 20.06% 38.79%
 Proposed building height – 21ft 8-½in
o Stucco and Limestone Siding Materials
o Barrell Tile Roof
 FAR – Max 47% allowed with Bonus
o .02 for alley access to required covered parking
The Architectural Review Board conducted the compatibility review at their November 30, 2021
meeting and 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
______________________
Lety Hernandez
Director
______________________
Buddy Kuhn
City Manager

CITY OF ALAMO HEIGHTS
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
6116 BROADWAY
SAN ANTONIO, TX 78209
210-826-0516
Architectural Review Board Special Meeting
November 30, 2021 – 5:30 P.M.
In accordance with order of the Office of the Governor issued March 16, 2020, where he temporary
suspended certain provisions of the Texas Open Meetings Act, take notice that a special meeting
scheduled at 5:30 p.m. on Tuesday, November 30, 2021 will be conducted by telephone conference in
order to advance the public health goal of limiting face-to-face meetings (also called “social distancing”),
to slow the spread of the Coronavirus (COVID-19), to consider and act upon any lawful subjects which
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: The public toll-free dial-in number to participate in
the telephonic meeting is 346-248-7799 and enter access number 868 0184 5240#.
Case No. 867F – 203 Grant
Request of Manuel G. Gonzalez of MG Builders, applicant, representing Gary Jacobs, owner, for the
compatibility review of the proposed design located at 203 Grant in order to construct a new single-family
residence with attached 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 contact Eron Spencer (espencer@alamoheightstx.gov) or Lety Hernandez
(lhernandez@alamoheightstx.gov) by email or our office at (210) 826-0516 for additional information
regarding this case.
Attachment A

Impervious Surface Calculation Worksheet Revised July 9, 2014
Property Address:
Total Impervious Cover
Sq. Ft. for Stormwater Development Fee*
Applicant Staff Applicant Staff
Footprint of all structures
Driveway/Parking Pad
Walkways
Swimming Pool/Spa
Other impervious cover: _________________
Total impervious surface cover (in this project):
Total impervious surface cover removed/existing (in
this project):
Total impervious surface cover sq. ft. (proposed
minus removed = net figure for this project)*
Stormwater Development Fee*
Impervious Surface Cover
within front yard setback**
Applicant Staff Applicant Staff
Front yard setback area A
Footprint of any structure(s)
Driveway/Parking Pad
Walkways
Other impervious cover: _________________
Impervious surface cover
within front yard setback in this project B
Impervious surface cover removed/existing
within front yard setback in this project
Impervious surface cover net proposed sq. ft.
within front yard setback
B / A B / A
*The stormwater development fee shall be equivalent to the net additional square footage of total impervious surface area (excluding public
sidewalks) of the property multiplied by $0.40.
Exemptions. The following real property, only, shall be exempt from the provisions of this section:
(1) Property owned by the City of Alamo Heights and/or dedicated to right-of-way for public streets and/or to provide drainage service; and
(2) Property with proper construction and maintenance of a privately owned drainage or stormwater system wholly sufficient to provide all the drainage or
stormwater service for that property.
**Depending on property's zoning district, the maximum impervious surface allowed within the front yard setback area is 30% (per Sec. 3-18) and 40% (per
Sec. 3-50; please refer to Code for other regulations).
Impervious cover. Ground surfaces including concrete or paved driveways, sidewalks, parking lots, building and other improvements that resist the
infiltration of water, thereby resulting in water runoff. Impervious cover includes any surface material or surface treatment or surface condition which sheds
fifty (50) percent or more of rainfall, or water, which falls on it.
City of Alamo Heights "Code of Ordinances" can be found at www.municode.com (Ch. 3 "Zoning," Sec. 3-18, Sec. 3-50; Ch. 13 "Storm Drainage,"
Sec. 13-29 "Stormwater development fee" and Sec. 13-1 "Definitions").
EXISTING Calculations (in sq. ft.) PROPOSED Calculations (in sq. ft.)
Impervious surface cover proposed within front
yard setback
Maximum 30% allowed for SF-A and SF-B Districts
Attachment A

PROJECT NORTH
GRANT
MORTON
AVE
ALLEY
CRICKET
ARBOR
CRICKET
FENCE
WELL
NEW CONCRETE PARKING PAD,
FINISHED AS SPEC
3' - 0"
+ 769
T.O.WALL
766.273 +
+ 767.25
EXISTING FIN. FLR.
767.75
766.25
+
+ 767.25
+ 767.25
FOUNTAIN
+
766.75
REBAR @ 6" O.C.
8'-0"
8'-0"
764.375 +
+
766
+ 767.5
WALL OPENING AT GRADE
8" x 2' - 0"
+
766.25
+
766.75
CURB - REF.
FOUNDATION PLAN
FIN. FLR.
767.50
+ 767.25
+ BRIDGE @ 766.33
770
765
762
762
763
763
764
764
765
766
766
767
767
768
768
769
770
769
768
768
EXISTING 22" ⌀
OAK TREE
EXISTING 48" ⌀
OAK TREE
EXISTING
16"
⌀
OAK
TREE
EXISTING 18" ⌀
OAK TREE
EXISTING 24" ⌀
OAK TREE
EXISTING 22" ⌀
OAK TREE
EXISTING 18" ⌀
OAK TREE
T.C. @ 768.25
+ 767.25
FIN. FLR.
767.50
766.025
+
766.80
+
766.675
+
766.45
+
766.225
+
766.66
+
T.C. @ 768.25
T.C. @ 767.75
+ 767.25
T.C. @ 767.5
T.C. @ 767.75 + 767.25
+ 767.33
GARAGE
SLOPE
2"
FIN. FLR.
767.50
+
FIN. FLR.
767.50
+
767.25 +
767.25 +
FIN. FLR.
767.50
+
+
766.5
+
762.0
+
761.75
+
762.5
+
763.0
+
763.50
+
764.0
765.775
+
765.55
+
+ 765.325
765.100 +
764.875 +
+
764.650
36" x 12"
DRAIN
766.00 +
89° 47' 34"
99.87'
N E
89° 47' 34"
99.89'
S W
0°
23'
59"
144.03'
S
E
0°
23'
23"
144.03'
N
W
4'
-
0"
4"
x
16"
SCUPPERS
4"
x
16"
SCUPPERS
4"
x
12"
SCUPPERS
EQ
EQ
8'
-
5
1/4"
8'
-
3
1/4"
MINI SPLIT
COMPRESSOR
CMU WALL, STUCCO
BOTH SIDES
CMU
WALL,
STUCCO
BOTH
SIDES
A/C
COMPRESSORS
A/C
COMPRESSOR
GATE
TYPICAL:
USE TAPERED INSULATION TO
FORM CRICKETS AS SHOWN
TPO ROOF
TPO ROOF
RETAINING WALL
SEE STRUCTURAL
+ 767.25
766.00 +
766.5 +
+ 766.75
767.0 +
+ 767.0
EXISTING
766.75
3' - 0" SQ. x 4 "TH.
STONE STEP
+ 767.3
+ 767.5
SEE DETAILS
THIS SHEET
CONCRETE
SPLASH
12" x 12" DRAIN
8" ⌀ PVC DRAIN LINE
6" ⌀ PVC DRAIN LINE
767.25
+
SLOPE
9"
+
PAVING STONES
ON 6" COMPACTED
BASE & 4" SAND
(LAYOUT T.B.D.)
BRIDGE, SEE
DETAILS
2'
-
0"
T.C. 761.5
WROUGHT IRON
GATE
2
A0
Sim
3
A0
Sim
+
BRIDGE @ 766.125
A0
5
Sim
BRIDGE @ 766.125
+
RELOCATED EXISTING
A/C COMPRESS
2
A0
Sim
4
A0
Sim
2" LIMESTONE
CAP
CANTERA STONE
6' - 0"
31'
-
8
3/8"
6' - 0"
20'
-
0"
EXSITING STRUCTURE EXSITING STRUCTURE
9"
x
9"
DRAIN
DRAIN
LINES
NEW
TREE
CRICKET
9"
x
9"
DRAIN
CONCRETE
SPLASH
8"
⌀
PVC
DRAIN
LINE
DRAINAGE FLOW
DRAINAGE
FLOW
DRAINAGE FLOW
DRAINAGE FLOW
4
'
-
0
"
10' - 8 3/4"
3' - 0"
EXISTING ALLEY
3' - 0"
MORTON
AVE
8'
-
0"
DRAINAGE
AREA
ALLEY ACCESS
38' - 0"
NOTE:
NO TREES TO BE REMOVED
30'
-
0"
FRONT
SETBACK
20'
-
0"
REAR
SETBACK
CRITCAL ROOT ZONE
24' - 0"
NOTE: INDICATES
24.67% PROPOSED COVERAGE
OF IMPERVIOUS SURFACE
FRONT YARD SETBACK AREA = 2997 SQ FT
STUCCO WINDOW SURROUND
IMPERVIOUS COVER WITHIN
FRONT SETBACK = 240 SQ FT
NEW CONCRETE
WALKWAY
FINISH AS
SPEC.
8"
#66 C.B.
3/4" T & G O.S.B. DECK
4"
22 GA. GALV.
MTL. SCUPPER
T.P.O. ROOF
TYVEK
1/2" ZIP SYSTEM
3/4" STUCCO
1/2" G.W.B.
5/8" G.W.B.
WOOD TRUSSES
INSULATION AS SPEC
#66 C.B.
WOOD TRUSSES
T.P.O. ROOF
TYVEK
1/2" ZIP SYSTEM
3/4" STUCCO
1/2" G.W.B.
5/8" G.W.B.
INSULATION AS SPEC
6"
1/2"
CANTERA
STONE
1"
CAULK
1
1/2"
3"
HEIGHT
VARIES
PAINT GRIP
METAL CAP
10"
7 1/4"
#66 C.B.
WOOD TRUSSES
T.P.O. ROOF
TYVEK
1/2" ZIP SYSTEM
3/4" STUCCO
1/2" G.W.B.
5/8" G.W.B.
INSULATION AS SPEC
2"
CANTERA
STONE
CAULK
1
1/2"
3"
HEIGHT
VARIES
PAINT GRIP
METAL CAP
1/2"
7 1/4"
BENTLEY
ARCHITECTS
ARCHITECTURE
INTERIORS
LIGHTING
SCULPTURE
5715
N.
NEW
BRAUNFELS
AVE.
SAN
ANTONIO,
TX
78209
PH.
210.732.1169
KBENTLEY2@SATX.RR.COM
SHEET #:
11/2/2021
11:26:22
AM
203
GRANT
AVE.,
SAN
ANTONIO,
TX
JACOBS
RESIDENCE
A0
1/8" = 1'-0"
1
ROOF / SITE PLAN
1 1/2" = 1'-0"
2
TYPICAL SCUPPER DETAIL
1 1/2" = 1'-0"
3
TYPICAL PARAPET DETAIL
AS NOTED
5
.
1 1/2" = 1'-0"
4
TYPICAL PARPAET DETAIL AT GARAGE STORAGE
Attachment A

BARREL TILE ROOF
3/4" STUCCO
CMU WALL, STUCCO
BOTH SIDES
CRICKET
3/4" STUCCO
HEAVY TEXTURE
STUCCO BASE
2" LIMESTONE CAP
1 1/2" ⌀ GALV. PIPE,
SEE DETAIL
WALL OPENING AT
GRADE 8" x 24" GRADE INSIDE COURTYARD
STUCCO COURTYARD
WALL ON 8" FILLED CELL
CONCRETE BLOCK
2" LIMESTONE CAP
SCUPPERS
2"
7'
-
11
1/2"
6'
-
0"
A0.1
5
Sim
SWALE
REBAR @ 6" O.C.
CURVED COPPER CHIMNEY
CAP, SEE SHEET A2.1
8"
FOUND BEAM
2" LIMESTONE CAP
4" LIMESTONE CAP
PRIVACY SCREEN, SEE DETAIL SHEET A0.1
1' - 0"
1'
-
0"
12" DEEP STUCCO SURROUND
4" LIMESTONE CAP
766' - 0"
AVG. GRADE
6' - 0"
10' - 8 3/4"
TOTAL
HEIGHT
21'
-
8
1/2"
MAX.
HEIGHT
33'
-
0"
MAX.
HEIGHT
33'
-
0"
10'
-
0"
PLT
HGT
12'
FT
PLT
HGT
TWICE
THE
WIDTH
OF
THE
SIDE
SETBACK
21'
-
5
1/2"
10'
PLT
HGT
7"
12"
BARREL TILE ROOF
3/4" STUCCO
WINDOW
AS SCH
3/4" STUCCO
HEAVY TEXTURE
STUCCO BAND
CONCRETE DRIVE
GARAGE DOOR AS SCH.
GATE
DRIVEWAY RETAINING
WALL - SEE STRUCTRUAL
WELL
6'
-
3
255/256"
3 1/2"
SWALE
767.250
767.750 768.250
TOP OF CURB TOP OF CURB
A/C
4" LIMESTONE CAP
GATE: 2 x 6 CEDAR
FRAME W/ 1 x 6
CEDAR PANEL
STUCCO
COURTYARD WALL
ON 8" FILLED CELL
CONCRETE BLOCK
2" LIMESTONE CAP
A9
5
Sim
2" LIMESTONE CAP
SCUPPERS
10'
-
0"
777' - 6"
767' - 6"
HOUSE FFL
T.O. PLATE
8'
-
10
1/2"
1'
-
8"
8'
-
0"
1'
-
6"
767' - 6"
HOUSE FFL
T.O. PLATE
T.O. SUB FLR
T.O. PLATE
T.O. PLATE
766' - 0"
AVG. GRADE
6' - 0"
10' - 8 3/4"
TOTAL
HEIGHT
21'
-
8
1/2"
MAX.
HEIGHT
33'
-
0"
MAX.
HEIGHT
33'
-
0"
12'
FT
PLT
HGT
TWICE
THE
WIDTH
OF
THE
SIDE
SETBACK
21'
-
5
1/2"
10'
PLT
HGT
BENTLEY
ARCHITECTS
ARCHITECTURE
INTERIORS
LIGHTING
SCULPTURE
5715
N.
NEW
BRAUNFELS
AVE.
SAN
ANTONIO,
TX
78209
PH.
210.732.1169
SHEET #:
11/2/2021
11:26:47
AM
203
GRANT
AVE.,
SAN
ANTONIO,
TX
JACOBS
RESIDENCE
A5
1/4" = 1'-0"
1
SOUTH ELEVATION
1/4" = 1'-0"
2
NORTH ELEVATION
Attachment A

3/4" STUCCO
HEAVY TEXTURE STUCCO BASE
7"
12"
STUCCO COURTYARD WALL
STONE AS SPECIFIED
DRIVEWAY RETAINING
WALL - SEE STRUCTRUAL
WINDOW AS SCH.
EQ EQ
EQ EQ EQ EQ
4" x 12" SCUPPERS
4' - 8"
4" x 16" SCUPPERS
4" x 16" SCUPPERS
6' - 4" 4' - 0"
STONE CAP
GARAGE SLOPE 2"
3' - 2 1/2" 3' - 2 1/2" 2' - 0" 3' - 1 1/4" 3' - 1 1/4" 2' - 0" 3' - 2 1/2" 3' - 2 1/2"
CAP, SEE SHEET A2.1
4" LIMESTONE CAP
GATE: 2 x 6 CEDAR FRAME
W/ 1 x 6 CEDAR PANEL
1' - 9" 4' - 0"
1' - 9"
CANTERA STONE
BARREL TILE ROOF ON
3/4" T&G O.S.B. DECK
REINFORCE ROOF STRUCTURE AS
REQ'D. FOR BARREL TILE ROOF
5'
-
0"
10'
-
0"
HOUSE FFL
T.O. PLATE
T.O. PLATE
3 1/2" DEEP
PILASTERS
7"
12"
BARREL TILE ROOF
3/4" STUCCO
DOOR
AS SCH.
1 1/2" ⌀ GALV. PIPE
SEE DETAILS
768.250
TOP OF CURB
SWALE
2'
-
1
1/2"
A0.1
5
Sim
BERMUDA SHUTTERS
CAP, SEE SHEET A2.1
4" LIMESTONE CAP
A0.1
5
Sim
ARBOR SCREEN
A8.1
4
Sim
CANTERA STONE
2" LIMESTONE CAP
BARREL TILE ROOF ON
BENTLEY
ARCHITECTS
ARCHITECTURE
INTERIORS
LIGHTING
SCULPTURE
5715
N.
NEW
BRAUNFELS
AVE.
SAN
ANTONIO,
TX
78209
PH.
210.732.1169
SHEET #:
11/2/2021
11:26:51
AM
203
GRANT
AVE.,
SAN
ANTONIO,
TX
JACOBS
RESIDENCE
A6
1/4" = 1'-0"
1
EAST ELEVATION
1/4" = 1'-0"
2
WEST ELEVATION
Attachment A

3' - 0" SQ. x 4 "TH.
STONE STEP
768.000
766.000
769.000
BARREL TILE ROOF ON
STONE AS SPECIFIED
STONE CAP
STONE AS SPECIFIED
BARREL TILE ROOF ON
STONE AS SPECIFIED
STONE CAP
BARREL TILE ROOF ON
STONE AS SPECIFIED
STONE CAP
1
A7
2
A8.1
1
A8.2
BARREL TILE ROOF ON
STONE AS SPECIFIED
STONE CAP
BENTLEY
ARCHITECTS
ARCHITECTURE
INTERIORS
LIGHTING
SCULPTURE
5715
N.
NEW
BRAUNFELS
AVE.
SAN
ANTONIO,
TX
78209
PH.
210.732.1169
SHEET #:
11/2/2021
11:26:55
AM
203
GRANT
AVE.,
SAN
ANTONIO,
TX
JACOBS
RESIDENCE
A6.1
1/4" = 1'-0"
1
OUTBUILDINGS ELEVATION
1/4" = 1'-0"
2
ELEVATION
1/4" = 1'-0"
3
ELEVATION
1/4" = 1'-0"
4
OUTBUILDINGS ELEVATION AT ALLEY
Attachment A

1
A7
10'
-
0"
2
A8.1
10'
-
0"
8'
-
0"
ATTIC TRUSSES
R - 30 INSULATION 5/8" G.W.B.
(3) 1 3/4" x 11 7/8" LVL
TAPERED ROOF TRUSSES
3/4" x 3 1/2"
WOOD DOOR TRIM
INSULATION AS SPEC.
1/2" G.W.B.
5/8" G.W.B.
SCUPPERS
T.P.O. ROOF
7"
12"
BARREL TILE ROOF
1/2" G.W.B.
1/2" G.W.B.
3/4" x 3 1/2"
WOOD DOOR TRIM
3/4" x 5 1/2"
WOOD BASE
3/4" x 5 1/2"
WOOD BASE
LIMESTONE CAP
768.250
8'
-
0"
15.00°
SLIDING
PANEL
8"
SWALE
EXISTING GRADE
A/C
GRASS
FOUNDATION - SEE STRUCTURAL
A8.1
3
GATE
2
A8.3
2" LIMESTONE CAP
CANTERA STONE
3/4" STUCCO
3/4" STUCCO
STUCCO
COURTYARD WALL
ON 8" FILLED CELL
CONCRETE BLOCK
GRASS FOUNDATION - SEE STRUCTURAL
9"
1
1/2"
2
A8
1
A8.1
2
A7
1
A8
(3) 2 x 12 HDR
12'
-
0"
12'
-
0"
2" LIMESTONE CAP
22' - 3 1/2"
BARREL ROOF TILE
2 x 10 RAFTERS @ 1'-9" ±
(EQUALLY SPACED
BETWEEN LVL'S
4 x 4 PURLINS @
2' - 0" O.C.
4" x 30" x 8' - 0" STONE CAP
1 1/2" ⌀ GALV. PIPE
A0.1
5
Sim
WROUGHT IRON GATE PRIVACY SCREEN
SEE DETAIL
CAP, SEE SHEET A2.1
.
PLASTER VAULT
767.750
EXISTING STRUCTURE
REINFORCE ROOF STRUCTURE AS REQ'D. FOR BARREL TILE ROOF
767.500
STONE PAVING ON 6" COMPACTED BASE & 4" SAND
FOUNDATION - SEE STRUCTURAL
767.375
4" x 8" CEDAR BEAM
1
A8.3
766.500
767.250
SLOPE 9"
9"
.
A0.1
4
Sim
A8.2
3
Sim
FFL SLAB
EXTERIOR WALL:
3/4" STUCCO ON TYVEK ON ZIP
SYSTEM SHEATHING ON 2x6
STUDS @ 16" O.C. W/ INSULATION
AS SPECIFIED, W/ 1/2" G.W.B.
3/4" STUCCO
GRASS
15.00°
3/4" x 5 1/2"
WOOD BASE
SWALE
768.250
TOP OF CURB
1/2" WOOD SILL
2" x 2 1/2" FRAME
4 SIDES, 1/2" SLATS
3/4" SLATS @ 1 1/2" O.C.
(3) STAINLESS
STEAL HINGES
EYE SCREW
(2) 3/8" ⌀ST. STL.
RODS @ 1/4 POINTS
3/4" SLATS @ 1 1/2" O.C.
(3) STAINLESS
STEAL HINGES
2" x 2 1/2" FRAME
4 SIDES, 3/4" SLATS
(2) 3/8" ⌀ST. STL.
RODS @ 1/4 POINTS
BENTLEY
ARCHITECTS
ARCHITECTURE
INTERIORS
LIGHTING
SCULPTURE
5715
N.
NEW
BRAUNFELS
AVE.
SAN
ANTONIO,
TX
78209
PH.
210.732.1169
SHEET #:
11/2/2021
11:27:11
AM
203
GRANT
AVE.,
SAN
ANTONIO,
TX
JACOBS
RESIDENCE
A8.1
1/4" = 1'-0"
1
SECTION
1/4" = 1'-0"
2
SECTION
3/4" = 1'-0"
3
SHUTTER DETAIL
3/4" = 1'-0"
4
SHUTTER ELEVATION - IN OPEN POSTION
Attachment A

Item # 6 203 Grant

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Item # 6 203 Grant