Las Palapas Combined Site Plan DocumentsTELE
PED
15.6916
6.0533
25.4623
14.0953
2046.3571
20.1680
17.7659
16.0534
34.6962
TxDOT
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515.3
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'
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'
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Δ=3°24'05"
R=700.00
L=41.55
T=20.78
153.9
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'
154.0
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'
S60°0
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'
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515.5
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'
Δ=3°24'05"
R=700.00
L=41.55
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PIC-N-PAC
IH35 SUBD
BLOCK 2, LOT 3
2.293 ACRES
VOL. 2278, PG. 433, DR
ADDN: SCHERTZ BANK
& TRUST
LOT 1, BLOCK 1
1.0930 ACRES
VOL. 1248, PG. 618,
DR
LEGACY OAKS
APARTMENTS,
BLOCK 2, LOT 1
2.97 ACRES
VOL. 2334, PG. 15, DR
TEMPORARY 20'
E.G.T.C. ESMT TO
EXPIRE UPON POLE
REMOVAL
(5194.87 SQ FT)
RECORD CORNER BEARS
1.66' AT A BEARING OF
N76°03'00"W FROM FOUND
4X4 WOOD POST
VARIA
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LOT 2
0.960 ACRES
LOT 1
2.400 ACRES
N59°4
6
'
4
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"
E
3
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2
.
1
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'
N59°4
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'
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122.0
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°
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3
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°
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"
W
N30°1
7
'
3
3
"
W
22.95
'
+/- 99.01' TO THE INTERSECTION OF
IH-35 FRONTAGE RD & SCHERTZ PKWY
Y: 13763610.0232
X: 2194013.4290
N59°37'10"E20.00'
16846
24' AC
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BUILDING HEIGHT:21'-10"
39'
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2 P
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SPA
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MENU BOARD
25
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20
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14
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PATIO
1724 S.F.
BUILDING
5,902 S.F.
23
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0
S
F
.
SCHERTZ
BANK
& TRUST
SHELL GAS STATION
PIC N PAC STORE
CAR WASH
25
'
-
0
"
20
'
L
A
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9'-
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"
18
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"
TY
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8" CMU WALL
25
'
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B
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&
W
A
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W
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7'
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"
5'
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ZONING R-4
ZONING GB
ZONING GB
4
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R10
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LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
5'-
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FDC
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R57
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"
R5
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GREASE TRAP
R2
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R2
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R5
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30
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2'
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(
M
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)
1
1
/
2
"
2" CLR.
12" BELOW HAUNCH
2 #6 TOP & BOT. W/
#3 STIRRUPS @ 18" O.C.
6 MIL. VAPOR BARRIER
3"
C
L
R
.
1'-0"
TYPICAL REINF.
STOP VAPOR BARRIER
COMPACTED FILL
5"
S
L
A
B
W
/
#
4
@
U.N
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8'-
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"
AI
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6
9
8
10
KEY NOTES
1
2 PAIR OF 6'-0" HIGH X 6'-0" WIDE 1/8" STEEL
PLATE GATES - PAINT FINISH.
INSTALL HEAVY DUTY GALV. STEEL HINGES,
CLASP AND DOOR STOPS.
3 GALV. STEEL POST
4
5 NOT USED
6 THINSET LIME STONE TO MATCH BUILDING
EXTERIOR.
7 NOT USED
8 THREE COAT STUCCO FINISH ON METAL LATH
ON WATERPROOF MEMBRANE ON
3
4" EXTERIOR
GRADE PLYWOOD ON TREATED 2X6 WOOD
FRAMING. PAINT FINISH
9 2- #5 REINFORCING IN 8" CMU BOND BEAM
10 #5 REINFORCING AT 16" ON CENTER. EXTEND 12"
MINIMUM IN TO CONCRETE FOUNDATION
6' HEIGHT 8" CMU WALL
6'-0" HIGH X 3'-0" WIDE 1/8" STEEL PLATE
CLASP AND DOOR STOPS.
6'-0" HIGH X 3'-0" WIDE 1/8" STEEL PLATE
GATE - PAINT FINISH.
INSTALL HEAVY DUTY GALV. STEEL HINGES,
CLASP AND DOOR STOPS.
SITE KEY NOTES
DUMPSTER PAD AND ENCLOSURE1
2
3 ACCESSIBLE PARKING SPACE
4
CONCRETE PARKING / DRIVE
ACCESSIBLE PARKING AISLE
13'-4"
5"THICK CONC. SLAB
SEE BEAM DTLS.
02 / this sheet 11
'
-
5
"
2
1
1
1
5"THICK CONC. SLAB
SEE BEAM DTLS.
02 / this sheet
1
1
1
1
4
15
'
-
0
"
9'-0"
REVISIONS:DATE
Boerne, Texas 780061016 State Highway 46 East
architecture
planning
project management
www.aparchitects.weebly.com210.986.0218
Alvin G. Peters, Architect #15199
AP Architects, All Rights
Reserved. This drawing and its
reproductions are the property of AP
Architects and may not be reproduced,
published, or used in any way without
the writtenpermission of AP Architects.
SHEET:
DATE:
PROJECT No:
of
2020.132
05.22.2024
permit
set
Las
Palapas
16846 I-35 N
Lot 1, Block 1, out
of the T. Herrera
Survey, Abstract
No. 135,
Schertz, TX
78154
palapas-john
subdivision
05.22.2024
owner:
Leonard John & Daryl John
daryljohn78154@yahoo.com
210-601-3801
civil engineer:
Stephen G Cook
cookeng@sgce.net
210-481-2533
A1.2
new work
NORTH
01
new work site plan
SCALE: 1" = 30'- 0"
81 TOTAL PARKING SPACES
site plan
Total Building SF: 7,626 s.f.
04
dumpster elevation 3
SCALE: 1/4" = 1'- 0"
02
dumpster elevation 1
SCALE: 1/4" = 1'- 0"
05
dumpster elevation 4
SCALE: 1/4" = 1'- 0"
03
dumpster elevation 2
SCALE: 1/4" = 1'- 0"
07
cmu wall section
SCALE: 1/4" = 1'- 0"
06
dumpster plan
SCALE: 1/4" = 1'- 0"
SEE ELEVATIONS ABOVE / THIS SHEET
NORTH
08
location map
SCALE: N.T.S.
city approval
PARKING REQUIREMENT CALCULATIONS:
PROPOSED RESTAURANT BUILDING = 7,626 S.F.
206 SEATS X 0.25 PARKING SPACES MIN.= 52 SPACES MIN.
61 PARKING SPACES PROVIDED
EXISTING OFFICE BUILDING = 5,520 S.F.
5,520 / 250 PARKINGS SPACES MIN. = 22 SPACES MIN
22 PARKING SPACES PROVIDED
TOTAL ON SITE PARKING PROVIDED = 83 SPACES
TOTAL HANDICAP PARKING PROVIDED = 4 SPACES
IMPERVIOUS CALCULATIONS -
TOTAL AREA.- 104,544 S.F.
PERVIOUS COVER - 40,419 SF.
BUILDINGS, SIDEWALKS, & DRIVE 64,125 S.F.
TOTAL IMPERVIOUS %- 62%
80% MAX
DATA SUMMARY TABLE:
PROPOSED USED = FOOD SERVICE WITH DRIVE THRU
ZONING DISTRICT= COMMERCIAL
LOT AREA = 2.400 ACRE / 104,544 SF.
PROPOSED BUILDING AREA = 7,626 SF.
PROPOSED BUILDING HEIGHT = 21'-10"
0' 10'30'60'
09
propane tank plan
SCALE: 1/4" = 1'- 0"
REVISED 02.24.2025
03/24/2025 4:51:13 PM
Ap Approved By:
Samuel Haas, Senior Planner
Planning & Community Development
TELE
PED
15.6916
6.0533
25.4623
14.0953
2046.3571
20.1680
17.7659
16.0534
34.6962
TxDOT
MONU
M
E
N
T
FOUN
D
ROD F
O
U
N
D
1/2" IR
O
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ROD F
O
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1/2" IR
O
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ROD F
O
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1/2" IR
O
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ROD F
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1/2" IR
O
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1/2" IR
O
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ROD S
E
T
3
5
7
.
6
0
'
515.3
2
'
S60°0
1
'
2
5
"
W
Δ=3°24'05"
R=700.00
L=41.55
T=20.78
153.9
5
'
154.0
1
'
S60°0
1
'
4
3
"
W
515.5
5
'
Δ=3°24'05"
R=700.00
L=41.55
T=20.78
3
5
7
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6
0
'
IN
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Y
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3
5
SC
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CONC
.
CURB
CONC
.
WALK2
5
7
1
6
3
4
PIC-N-PAC
IH35 SUBD
BLOCK 2, LOT 3
2.293 ACRES
VOL. 2278, PG. 433, DR
ADDN: SCHERTZ BANK
& TRUST
LOT 1, BLOCK 1
1.0930 ACRES
VOL. 1248, PG. 618,
DR
LEGACY OAKS
APARTMENTS,
BLOCK 2, LOT 1
2.97 ACRES
VOL. 2334, PG. 15, DR
TEMPORARY 20'
E.G.T.C. ESMT TO
EXPIRE UPON POLE
REMOVAL
(5194.87 SQ FT)
RECORD CORNER BEARS
1.66' AT A BEARING OF
N76°03'00"W FROM FOUND
4X4 WOOD POST
VARIA
B
L
E
W
I
D
T
H
R
.
O
.
W
.
3
4
1
.
1
8
'
LOT 2
0.960 ACRES
LOT 1
2.400 ACRES
N59°4
6
'
4
9
"
E
3
4
2
.
1
7
'
N59°4
6
'
5
5
"
E
122.0
0
'
365.5
4
'
S
2
9
°
5
2
'
3
8
"
E
S
3
0
°
0
0
'
2
8
"
E
VARIA
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E.G.T.
C
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S
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N23°1
7
'
0
9
"
W
N59°1
9
'
0
0
"
E
N
3
0
°
0
0
'
1
8
"
W
N30°1
7
'
3
3
"
W
22.95
'
+/- 99.01' TO THE INTERSECTION OF
IH-35 FRONTAGE RD & SCHERTZ PKWY
Y: 13763610.0232
X: 2194013.4290
N59°37'10"E20.00'
16846
24' AC
C
E
S
S
E
A
S
E
M
E
N
T
24' AC
C
E
S
S
24' AC
C
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A
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24' AC
C
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A
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2
4
'
A
C
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S
S
E
A
S
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M
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EASEMEN
T
10'X1
0
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F
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HYDR
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B
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B
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H
PUBL
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C
W
A
T
E
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E
S
M
T
MENU BOARD
PATIO
1724 S.F.
BUILDING
5,902 S.F.
P
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M
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SCHERTZ
BANK
& TRUST
SHELL GAS STATION
PIC N PAC STORE
CAR WASH
20
'
L
A
N
D
S
C
A
P
E
B
U
F
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14
'
E
L
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ZONING GB
5'
B
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P
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A
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S
DUMPSTER
PROPANE TANK
P
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T
Y
L
I
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MUL
5' LANDSCAPE
BUFFER MIN.
MOK
MOK
MOK
MOK
MOK
MOK
MOK
MOK
MUL
3-ELM
2-SYC
3-SYC
2-ELM
ELM
ELM
ELM
(TBR)
ELM
ELM
STE
MUL
STE
ELM
5'
L
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T
V
E
S
M
T
5' LANDSCAPE
BUFFER MIN.
65
14' LANDSCAPE
BUFFER MIN.
LAWN
FRONT YARD
PARTIAL DEVELOPED
PARCEL
42.5' LANDSCAPE
BUFFER
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
5'-
0
"
5'
-
0
"
5'
-
0
"
5'-
0
"
5'
-
0
"
MUL
MUL
MUL
MUL
MUL
ELM
LAWN
CONC WALK
PROVIDED
MUL
LAWN
LAWN
STE
MUL
STE
4-RYU
MUL
CONC WALK
LAWN
MUL
21-LAN
MUL
MUL
STE
STE
EXISTING CONDITIONS
TO REMAIN
LAWN
LAWN
MUL
MUL
MUL
FRONT YARD
EXISTING 6' WOOD PRIVACY FENCE
EXISTING 6' SCREEN FENCE
REVISIONS:DATE
Boerne, Texas 780061016 State Highway 46 East
architecture
planning
project management
www.aparchitects.weebly.com210.986.0218
Alvin G. Peters, Architect #15199
AP Architects, All Rights
Reserved. This drawing and its
reproductions are the property of AP
Architects and may not be reproduced,
published, or used in any way without
the writtenpermission of AP Architects.
SHEET:
DATE:
PROJECT No:
of
2020.132
05.22.2024
permit
set
Las
Palapas
16846 I-35 N
Lot 1 & 2, Block 1,
out of the T.
Herrera Survey,
Abstract No. 135,
Schertz, TX
78154
palapas-john
subdivision
05.22.2024
owner:
Leonard John & Daryl John
daryljohn78154@yahoo.com
210-601-3801
civil engineer:
Stephen G Cook
cookeng@sgce.net
210-481-2533
L1.1
tree preservation
plan
NORTH
01
tree preservation plan
SCALE: 1" = 30'- 0"
0' 10'60'30'
REVISED 11.05.2024
REVISED 12.04.2024
REVISED 02.21.20256
6
03/24/2025 4:49:28 PM
Ap Approved By:
Samuel Haas, Senior Planner
Planning & Community Development
ELEVATION KEY NOTES
1
2
THRU WALL SCUPPER WITH PREFINISHED
CONDUCTOR HEAD & OVERFLOW
3
4 26 GA. GALV. STEEL CAP FLASHING @ PARAPET
5
6 SIGNAGE UNDER SEPARATE PERMIT
7 BERRIDGE SPANISH TILE RIDGE
8 26 GA. GALV. STEEL DOWNSPOUT
9 STEEL ROOF ACCESS LADDER
3 COAT STUCCO FINISH ON METAL LATH ON 30 LB.
FELT MOISTURE BARRIER ON
1
2
" EXT. PLYWOOD
SHEATHING
NATURAL STONE VENEER @ GAL. MASONRY WALL
TIES @ 16" O.C. E.W. ON 15 LB. FELT MOISTURE
BARRIER ON
1
2
" EXT. PLYWOOD SHEATHING
10 26 GA. GALV. STEEL FLASHING & COUNTER FLASHING
11 CONTROL JOINT
12
13 STEEL COLUMNS - SEE STRUCTURAL
14 STRUCTURAL CONCRETE FOUNDATION
15 R-19 FIBERGLASS BATT INSULATION
16 R-38 FIBERGLASS BATT INSULATION
17 EXISTING PRIMARY STEEL STRUCTURE
18
19 RIGID INSULATION BOARD @ PARAPET. TOP OF
WALL WITH 3 COAT STUCCO FINISH ON EXPANDED
WIRE MESH ON 30 LB. FELT MOISTURE BARRIER
20 CONTINUOUS BERRIDGE S TILE ROOF RIDGE
21 CONTINUOUS 26 8x8 GA GALVANIZED STEEL GUTTER
STEEL BERREDGE S-TILE ROOFING ON 30 LB FELT
ON EXISTING METAL R PANELS ON EXISTING
PRIMARY & SECONDARY STEEL FRAMING TO
REMAIN
26 GA GALVANIZED STEEL STANDING SEAM
METAL ROOFING ON 30LB FELT ON R38 RIGID
INSULATION ON 1.5" COMPOSITE CORRUGATED
METAL DECK, 20 GA
NOT USED
FINISH FLOORFINISH FLOOR
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
15
'
-
2
"
2'-
9
"
18
'
-
0
"
3'-
1
0
"
21
'
-
1
0
"
1 1
3 3
4 4
4
6
13
5
1313 13
71'-6"
FINISH FLOOR
36" PARAPET
OPENING
T.O.P.
FINISH FLOOR
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
10
'
-
0
"
5'-
3
"
2'-
9
"
18
'
-
0
"
3'-
1
0
"
21
'
-
1
0
"
1
1
3 3
4
22 2
4
6
8
9
14 14
3
6 6
8
71'-6"
FINISH FLOOR FINISH FLOOR
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
12
3
10
'
-
0
"
5'-
3
"
2'-
9
"
18
'
-
0
"
3'-
1
0
"
21'
-
1
0
"
111
3
3 3
4
4
5
5
7
6
8
13
14 14
8
A B C
101'-9"12'-1"
FINISH FLOOR
3'-
6
"
FINISH FLOOR
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
T.O.P.
12
3
10
'
-
0
"
5'-
3
"
2'-
9
"
18
'
-
0
"
3'-
1
0
"
21
'
-
1
0
"
1
1
1
3 3 3 3
4
5
6
7
8
14 14
13
ABC
101'-9"12'-1"
REVISIONS:DATE
Boerne, Texas 780061016 State Highway 46 East
architecture
planning
project management
www.aparchitects.weebly.com210.986.0218
Alvin G. Peters, Architect #15199
AP Architects, All Rights
Reserved. This drawing and its
reproductions are the property of AP
Architects and may not be reproduced,
published, or used in any way without
the writtenpermission of AP Architects.
SHEET:
DATE:
PROJECT No:
of
2020.132
05.22.2024
permit
set
Las
Palapas
16846 I-35 N
Lot 1, Block 1, out
of the T. Herrera
Survey, Abstract
No. 135,
Schertz, TX
78154
palapas-john
subdivision
05.22.2024
owner:
Leonard John & Daryl John
daryljohn78154@yahoo.com
210-601-3801
civil engineer:
Stephen G Cook
cookeng@sgce.net
210-481-2533
A4.1
elevations
01
exterior elevation - east
SCALE: 1/8" = 1'- 0"
exterior
02
exterior elevation - west
SCALE: 1/8" = 1'- 0"
03
exterior elevation - south
SCALE: 1/8" = 1'- 0"
04
exterior elevation - north
SCALE: 1/8" = 1'- 0"
REVISED 12.20.2024
REVISED 12.20.2024
REVISED 12.20.2024 REVISED 12.20.2024
REVISED 12.20.2024
REVISED 12.20.2024
DESIGN STANDARDS TO BE IN COMPLIANCE WITH UDC SECTION 21.9.5.
03/24/2025 4:50:35 PM
Ap Approved By:
Samuel Haas, Senior Planner
Planning & Community Development