03-03-2026 Agenda PacketCO
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15'
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20'
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5'
DRAWN BY:CHECKED BY:ENGINEER:DATE:
DRAWING TITLE: DRAWING NUMBER:REV.
DESCRIPTIONDATE:REV BY:CHK APR
A B C D E F G H I J K L M N O P Q
2
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SCALE:
1
MTS PROJECT NO.:
24006GM07/06/2025 07/06/2025 ISSUED FOR PERMIT0 GM BUNNY STOP #9
18920 IH 35 N SCHERTZ, TX 78154
BUNNY STOP #9 SUBDIVISION UNIT 1
LOT 1, BLOCK 10
MTS ENGINEERING & DESIGN
9950 WESTPARK DR. SUITE #426
HOUSTON TEXAS 77063
(281) 404-4438 (281) 253-4849
FIRM NO. 18844
93031
P
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SSIO E N G I N E E R
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LICENS E D
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07/06/2025
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C004
1
SCALE: 1"=40'-0"
SCALE: 1"= 40'-0"
0'40'20'80'
N
5
6
1
3
4
K
E
F
H
I
J
U BOLLARDS
BENCHMARK
UNDERGROUND OIL TANK
PROP C-STORE AND RETAIL SPACEA
B
C
D
E
PROP TRASH ENCLOSURE
PROPERTY LINE
PROP GASOLINE CANOPY
LEGEND
F
PARKING AREAG
HANDICAP PARKINGH
PROP 6" MONOLITHIC CONCRETE CURBJ
PROP 6"X6"X6' WHEEL STOP-BOLTED INTO PAVINGI
2
PROJECT SUMMARY
TOTAL PROJECT AREA = 337,329 SQ.FT
TOTAL BUILDING AREA = 11,562 SQ.FT
TOTAL CANOPY AREA = 8,400.22 SQ.FT
PROP DETENTION POND AREA = 8,438 SQ.FT
PROP IMPERVIOUS AREA = 235,027 SQ.FT
PROP PERVIOUS AREA = 102,302 SQ.FT
SITE DATA TABLE
PROPERTY ZONED: GENERAL BUSINESS DISTRICT (GB)
SETBACKS: FRONT = 50 FEET BUILDING LINE
1.SITE AREA 337,329 SFT = 7.744 ACRES
2.BUILDING AREA, C-STORE: 9,103 SFT GROSS AREA
RETAIL : 2,459 SFT GROSS AREA
BUILDING HEIGHT 32 FEET
NUMBER OF STORIES =1
PARKING REQUIRED: 62 SPACES
PARKING PROVIDED: 100 SPACES
NUMBER OF HANDICAP SPACE REQUIRED:4
NUMBER OF HANDICAP SPACE PROVIDED:4
3. EXISTING PERVIOUS AREA: 337,329 SFT =7.744 ACRES = 100.00%
EXISTING IMPERVIOUS AREA: 0.00 SFT = 0.0 ACRES = 0.00%
4. PROP PERVIOUS AREA: 102,867.0 SFT =2.362 ACRES = 30.00%
PROP IMPERVIOUS AREA: 234,462.0 SFT =5.383 ACRES = 70.00%
FLOOD INFORMATION
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0210F, DATES:
11/02/2007, IS LOCATED IN ZONE UNSHADED X AND IS NOT WITHIN THE 100-YEAR
FLOODPLAIN.
B
A
C
A
PROP DIESEL CANOPY
D
F
G
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J
FUEL PUMPK
CONCRETE DETENTION POND-01 4219 SQ.L
PROP
BOLLARDS
8
7
910
11 12
1314
15
POINT X
1 2204694.0250
2
3
4
5
6
7
8
9
2205030.2790
2204629.8590
2204293.5165
2204527.0007
2204671.7853
2204666.7561
2204639.4859
2204494.7013
Y
13772305.6700
13771635.7600
13771430.4218
13772100.5044
13771951.4591
13772024.1325
13771831.3945
13772088.4813
13772015.8079
CO-ORDINATE
17
18
20
19
10 2204612.9239 13771938.6424
GMMMSK SK MM
SITE LAYOUT PLAN C0041"=40'-0"
16
SITE LAYOUT PLAN
M CONCRETE DETENTION POND-02 4219 SQ.
L
E
SAFETY BOLLARDSN
N
N
POINT X Y
11 2204634.3794 13771949.3971
12 2204688.1529 13771842.1198
13 2204642.9608 13772166.3108
14 2204632.2077 13772187.7688
15 2204426.6441 13772084.5861
16 2204437.4024 13772063.1325
17 2204325.0529 13772126.5854
18 2204398.0347 13772166.6091
19 2204606.8120 13772274.5335
20 2204655.0472 13772301.0189
PROP
GASOLINE
CANOPY
5520.22 SQ.FT
I
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5
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FM 2252
C-STORE
9,103 SQ.FT
FFE=852.00
RETAIL SPACE
2,459 SQ.FT
FFE=852.00
PROP SAFETY END
TREATMENT WITH 6:1 RATIO
PROP AZ TYPE INLET
PROP 83.25 LF 36"
RCP @ 0.25% SLOPE
PROP SAFETY END
TREATMENT WITH 6:1 RATIO
PROP SAFETY END
TREATMENT WITH 6:1 RATIO
PROP 33.00 LF 36"
RCP @ 0.52% SLOPE
PROP SAFETY END
TREATMENT WITH 6:1 RATIO
RAISED CHANNELIZING ISLAND (169.0 SFT)
PAINTED CHANNELIZATION LIMITS
CONCRETE DETENTION POND-02
4219 SQ.FT.
CONCRETE DETENTION POND-01
4219 SQ.FT.
25
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FIELD MEASURE N 26°39'19"W 749.76'
RECORDED N 26°20'02"W 750.00'
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FIELD MEASURE S 26°39'14"E 749.56'
RECORDED S 26°20'02"E 750.00'
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ELECTRIC CHARGINGO
O
PROP 70'-0" R.O.W.
PROP 40'-0" DRIVEWAY
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PROP 90.17 LF EARTHEN SWALE
PROP 97.33 LF EARTHEN SWALE
TRENCH DRAINT
T
PROPOSED TRENCH DRAIN
(SEE DETAILS SHEET C026)
PROP INTERCEPTOR
(SEE DETAILS SHEET C027)
PROP INTERCEPTOR
(SEE DETAILS SHEET C027)
10/11/2025
10/11/2025
LANDSCAPE BUFFER
LANDSCAPE BUFFER
LANDSCAPE BUFFER
35' LANDSCAPE BUFFER
NOTE:
ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED
BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM.
DUMPSTER (8' TALL
MASONRY
ENCLOSURE WITH
SOLID METAL GATES)
GREEN AREAU
U
M
OWNER: MUBARAK MAKNOJIA
ADDRESS : 5956 CAPE CORAL DR. AUSTIN, TX 78746
PHONE NUMBER: (512) 577-9294
ENGINEER:
MIDSTREAM AND TERMINAL SERVICEES LLC.
(DBA-MTS ENGINEERING AND DESIGN 9560
WESTPARK OR SUITE 426 HOUSTON, TX 77803
TRAWICK & NANCY A WOMACK
1413 SETTLEMENT WAY
NEW BRAUNFELS, TX 78132
GCAD PROPERTY ID:114083
CCAD PROPERTY ID:119021
ZONED (GB) LAND USE GENERAL BUSINESS
DIANA DENSBERGER OTT ET AL
P.O.BOX 18155
CORPUS CHRISTI, TX 78480
GCAD PROPERTY ID:68319
GCAD PROPERTY ID:68323
CCAD PROPERTY ID:78058
ZONE: (GB) GENERAL BUSINESS
LAND USE AGRICULTURAL
DIANA DENSBERGER OTT ET AL
P.O.BOX 18155
CORPUS CHRISTI, TX 78480
GCAD PROPERTY ID:68319
GCAD PROPERTY ID:68323
CCAD PROPERTY ID:78058
ZONED (GB) LAND USE AGRICULTURAL
RONALDO & CLARE M CARRILLO P. O. BOX
620843
SAN ANTONIO, TX 7509 GCAD PROPERTY
ID:114080
GCAD PROPERTY ID:114082
CCAD PROPERTY ID:118268
ZONED (GB) LAND USE GENERAL BUSINESS
SO CALLED 4.304 ACRES
DOC. NO. 200406007163, O.P.R.
COMAL COUNTY
VOL. 1972, PG, O.P.R.
GUADALUPE COUNTY
SO CALLED BELIEVED 35.72 ACRES
DOC. NO. 202099012670, O.P.R.
GUADALUPE COUNTY
SO CALLED BELIEVED 35.73 ACRES
DOC. NO. 202006019300, O.P.R.
COMAL COUNTY
DOC.NO. 202099012670, O.P.R.
GUADALUPE COUNTY
SIDEWALK
POINTS OF BEGINNING
15 FT SANITARY SEWER EASEMENT
PROP. RAMP
PROP. FDC
PROP. FIRE HYDRANT
U
PARKING SYNOPSIS
OCCUPANCY TYPE PARKING COUNT REQUIRED PROVIDED
C-STORE 9,103 / 250 36.4(37)
100
RETAIL SPACE 2,459/ 100 24.59(25)
TOTAL 62 100
10/11/2025
TRAFFIC FLOW ARROW
DEVELOPER: SCHERTZ STOP LLC.
ADDRESS : 5956 CAPE CORAL DR. AUSTIN, TX 78746
PHONE NUMBER: (512) 577-9294
RISER ROOM
EXISTING FIRE HYDRANT
120'PROJECT
LOCATION
LOCATION MAP
SCALE: 1"=4,000'-0"
FM 3009FM 3009
HUBERTUS RD
35
482
I-35 N
PROPOSED 5'X5' LANDING
PROPOSED TYPICAL SIDEWALK RAMP-TYPE IV
PROPOSED 5'X6' LONG RAMP
DETECTABLE WARNING
PROPOSED 5' WIDE SIDEWALK 4.5 " THICKNESS
PROPOSED 5'X5' LANDING
PROPOSED TYPICAL SIDEWALK
RAMP-TYPE IV
PROPOSED 5'X6' LONG RAMP
DETECTABLE WARNING
PROPOSED 5' WIDE SIDEWALK 4.5 " THICKNESS
PROPOSED 6' WIDE SIDEWALK , 4.5 " THICKNESS
PROPOSED 6' WIDE SIDEWALK , 4.5 " THICKNESS
PROPOSED 5'X5' LANDING
PROPOSED TYPICAL SIDEWALK
RAMP-TYPE IV
PROPOSED 5'X6' LONG RAMP
DETECTABLE WARNING
PROPOSED 5'X5' LANDING
DETECTABLE WARNING
PROPOSED TYPICAL
SIDEWALK RAMP-TYPE IV
PROPOSED 5'X6' LONG RAMP
PROPOSED 6' WIDE SIDEWALK , 4.5 " THICKNESS
SIDEWALKS
S
S
11/18/2025 8:30:25 AM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development