Lot information

For more information
about this site, contact:
Ryan Tinch
Hollis Bloom
(214) 265-1555
ryan@hollisbloom.com
Other sites available at
www.walmartrealty.com
Lot 3: ±2.26(1.82 usable) acres - $1,425,000
Cibolo, TX
Store #4115
602 Cibolo Valley Dr.
Demographic Summary
1 Mile:
Population: 8,800
Median HH Income: $86,100
3 Mile:
Population: 47,000
5 Mile:
Population: 78,200
The information above has been obtained from sources believed reliable. While we do not doubt its accuracy, we have not verified it and
make no guarantee, warranty or representation about it. It is your responsibility to independently confirm its accuracy and completeness.
Walmart Outparcel
For Sale
Lot 3

G
G
S
S
W
TBM-1
TYP. TYP.
OPEN
(TYP.)
OPEN
(TYP.)
SOLID
(TYP.)
SOLID
(TYP.)
SOLID
(TYP.)
CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT
LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES,
RAMPS AND TRUCK DOCKS, SCREEN WALLS AND FENCING, PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS.
YIELD
STORE NUMBER 4115-00
C-182-SGR-QR
TOTAL BUILDING AREA = 189,765 SF
LOT 1, BLOCK 1
(WALMART LOT)
18.40 ACRES
F.F. ELEV. 732.50
27 28 28 28 28
28 27
28 28 29 29
30 27
24 24
29 28
30 30
31
8
18.0'
TYP
9.5'
TYP.
18.0'
TYP
18.0'
TYP
9.5'
TYP.
50.0'R
80.0'R
50.0'R
1
00.0'R
26.0'
36.0'
15'
B.S.L.
(ESMT-1D)
LOT 1, BLOCK 1
CALL 2.237 AC.
STCPC-STONE OAK, L.P.
(VOL. 3163, PG. 702, O.P.R.G.C.)
REMAINDER OF CALL 6.14 AC.
GROWING ON, LTD
(VOL. 1439, PG. 566, O.P.R.G.C.)
REMAINDEROFCALL135AC.
LEWISC.BORGFELD&WIFE,
ANNETTEBORGFELD
(VOL.409,PG.436,D.R.G.C.)
NORTH MAIN STREET
(VARYING WIDTH R.O.W)
WESTBORGFELDROAD
(VARYINGWIDTHR.O.W)
LOT 1, BLOCK 1
FINAL SUBDIVISION PLAT ESTABLISHING
EVERYDAY CHRISTIAN FELLOWSHIP SUBDIVISION
VOL. 7, PG. 23, M.P.R.G.C.
LOT 1SUBDIVISION PLAT
ESTABLISHING BUELL SUBDIVISION
VOL. 6, PG. 688, M.P.R.G.C.
BLOCK24,FINALPLATOF
BENTWOODRANCHSUBDIVISION
UNITSEVENTEEN
(VOL.7,PG.508,M.P.R.G.C.)
LOT21LOT20LOT19LOT18LOT17
LOT15
LOT1615'B.S.L.
15' B.S.L.
15' B.S.L.
25' B.S
.L.
25' B.S.L.
25' B.S.L.
30' B.S.L.
5'B.S.L.
5'B.S.L.
25' B
15'B.S.L.
25'B.S.L.
15' B.S.L.
25'B.S.L.
S83°31'42"E
82.41'
30'ACCESSESMT.
(VOL.7,PG.23,M.P.R.G.C)
15'L.S
B
1'VEHICULARNON-ACCESS
CIBOLOVALLEYDRIVE
(VARYINGWIDTHR.O.W
)
25'B.S.L.
S30°33'18"E
745.99'
S59°26'42"W
344.20'
S30°33'18"E
276.90'
=18°02'22"
R=363.00'
L=114.29'
CB=N50°31'06"W
C=113.82'
7' PEDESTRIAN
ESMT.
15
942.08'
15'B.S.L.
15' B.S.L.
15'L.S.B.
15' L.S.B.
15'L.S.B.
S59°32'17"W
8.86'
9'55"E1433.55'
TYP.
TYP.
TYP.
220.0'
TYP.
TYP.
TYP.
S71°33'52"E
158.07'
N8°44'04"E
265.33'
TYP.
TYP.
TYP.
61.0' 61.0' 20.0' 61.0' 61.0' 20.0' 61.0' 61.0'
15.0'
61.0' 61.0' 61.0' 61.0'
50.0'R
50
.0'R
26.0'
33.0'
TYP.
FIRE LANE NO PARKING TOW AWAY ZONE FIRE LANE NO PARKING TOW AWAY ZONE FIRE LANE NO PARKING TOW AWAY ZONE
SBYL/4" SBYL/4"
SBYL/4" SBYL/4"
60.0'
5.5'
57.3'
85.4'
38.6'
37.9'
3.75'
73.5'
47.5'
7.5'
19.5'
54.0'
4.0'
4.0'
10 0'
PROPOSED DETENTION POND A
(REF. SHEETS 6270 - 6271)
PROPOSED DETENTION POND D
(REF. SHEETS 6272 - 6273)
6.0'
6.0'
A
A
A
A
A
A
C
C
CD
D
D
D
DD
E E
F
F
G
G
H
1G H
H 1G
H
I
J
K
L
M
M
M
N
N
N
P
P
P
P
P
P
P P
P
P
Q
R
R
R
R
RR
S
S
S
S
S
T
T
T
T
U
U
U
U
U
V
V W
X
Y
Z2
Z1
1A
1A
1A
1B 1D
1E
1E
1F
1F
1H
1J
1K
TRUCK WELL
(REF. ARCH PLANS)
TIRE & BATTERY STORAGE
(REF. ARCH PLANS)
CONCRETE APRON
(REF. ARCH PLANS)
OIL INTERCEPTOR
(REF. ARCH/MEP PLANS)
GREASE INTERCEPTOR
(REF. ARCH/MEP PLANS)
P
1H
B
1F
J
O
O
O
1J
H1G
1G
1G
12'x30' ORGANIC
CONTAINER AREA
12'x90' BALE AND
PALLET RECYCLE AREA
1G
O M
A
A
1E
H
Z4
1O
1M
1M
S
P
P
P
R
Z3
1E
1C
1A V
1P
DYSL/4"
SWSL/4"
DYSL/4"
T
1E
SWSL/4"
SWSL/4"
DYSL/4"
DYSL/4"
PROPOSED 6'
ORNAMENTAL TUBE FENCE
(REF. DETAIL SHEET 6340)
START PROPOSED 6'
UTILITIES TO BE RELOCATED WITHIN
BORGFELD ROAD RIGHT-OF-WAY BY
FRANCHISE UTILITIES. REFERENCE
SHEET 6280 FOR ADDITIONAL
INFORMATION.
END PROPOSED 6'
START GUIDE RAIL
END GUIDE RAIL
(REF. DETAIL SHEET 6340)150 LF 10' SCREEN WALL
(REF. ARCH PLANS)
PROPOSED WALMART /
TENANT PYLON SIGN TO BE
PERMITTED SEPARATELY
CONTRACTOR TO REFERENCE
ARCHITECTURAL PLANS FOR
PLANTERS, TRELLIS, AND OTHER
FEATURES LOCATED WITHIN
ARCH. APRON
REFERENCE ROADWAY
PLANS FOR BORGFELD
ROAD WIDENING
(SHEETS 6727-6728)
START PROPOSED 6'
END PROPOSED 6'
START GUIDE RAIL
END GUIDE RAIL
(REF. DETAIL SHEET 6340)START GUIDE RAIL
END GUIDE RAIL
START PROPOSED 6'
END PROPOSED 6'
1A
START GUIDE RAIL
END GUIDE RAIL
PROPOSED 6' WIDE CONCRETE
SIDEWALK 0' FROM PROPERTY LINE (TYP.)
WITH JOGS AROUND EXISTING TREES
50.0'R
50.
0'R
10.0'R
50.0'R
10.0'
S
TYP. M
54.0'
OPEN
(TYP.) T
S61°26'23"E 54.43'
SWBL/4"
SWBL/4"
R
1R
TYP.
H
1E
1A
4
26.0'
S
TYPE B
S
TYPE B
Z1
G
Z5
S
TYPE B
H
DYSL/4"
1O
CONTRACTOR SHALL NOT DISTURB
ADJACENT PROPERTY. CONSTRUCTION
EASEMENT WAS NOT OBTAINED.
BRIDGE TREE ROOTS
(REF. DETAIL, SHEET 6420)
L.P. CAMERA
PULLBOX
L.P. CAMERA
PULLBOX
ARROW LEFT
ARROW RIGHT
ARROW LEFT
ARROW RIGHT
200.0'R
BRIDGE TREE ROOTS
(REF. DETAIL, SHEET 6420)
X
26.0'
30.0'
50.0'R
50.0'R
1F
1K
H
43.4'
GI
GI
GIJB
JB
CI
CI
CI
CI36.0'
30.7'
4.0'
88.8'165.7'
6.0'
6.0'
2.0'
GI
GI
GI
GI
1G
CONTRACTOR TO PROVIDE 26'
OF CLEAR SPACE IN ALL AREAS
DESIGNATED AS A FIRE LANE
CI
5.0'
4.0'
4.0'
98.0'
10.0'3.0'
4.0'
3.0'
4.0'
19.0'
4.0'
33.5'
6.9'
11.4'
4.0'
10.0'
19.8' 9.0'
26.0'
PROPOSED 6' WIDE
CONCRETE SIDEWALK 0'
FROM PROPERTY LINE (TYP.)
WITH JOGS AROUND
EXISTING TREES
24.0'
4.0'
36.0'
1R
1R
1R
7.0'
LEGEND
PROPERTY LINE
BUILDING SETBACK LINE
PROPOSED 6' FENCE
PROPOSED GUARD RAIL
FIRE LANE STRIPING
PROPOSED RETAINING WALL
SIDEWALK
TYPE "A" INTEGRAL
CONCRETE CURB & GUTTER
CART CORRAL
PARKING SPACES
SYSL / 4"
ASSOCIATE PARKING SPACES
SWSL / 4"
STANDARD DUTY
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
ARCHITECTURAL APRON
SEE ARCH. PLANS
5
5
HEAVY DUTY PAVEMENT (REF.
BASE BID SHEET 6230 AND ALT.
BID SHEET 6240)
3' WIDE HEAVY DUTY
CONCRETE BUFFER (TYP.)
2' WIDE BUFFER FOR CAR OVERHANG
(STABLE, NON-VEGETATED MATERIAL)
SITE NOTES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND
CODES AND O.S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION.
4. ALL CURBED RADII ARE TO BE 3' OR 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO
BE 5'.
5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE
NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,
SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN
BASE BID.
7. THE SURVEY FOR THIS PROJECT REFLECTS THE CONDITIONS OF THE SITE PRIOR TO
RECENT DEMOLITION. PARTIAL SITE DEMOLITION PLANS SHOWING THIS WORK ARE
INCLUDED UNDER A SEPARATE COVER TITLED "DEMOLITION AND ENVIRONMENTAL
REMEDIATION PLANS FOR WALMART #4115", PREPARED BY KIMLEY-HORN AND
ASSOCIATES, INC. ANY REMAINING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO
BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE
INCLUDED IN BASE BID.
8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY
PERFORMED BY TERRA SURVEYING DATED 6/07/13.
9. TOTAL ONSITE LAND AREA IS 21.63 ACRES.
10. NO WETLANDS WERE PRESENT ON THIS SITE AS INDICATED BY THE LETTER PREPARED BY
KIMLEY-HORN AND ASSOCIATES, INC. FROM THE U.S. ARMY CORP OF ENGINEERS LETTER
DATED 03-26-13.
11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC
SPECIFICATIONS".
12. PYLON AND MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS.
13. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN.
14. ALL WALMART GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL
UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.
OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT
MILESTONE DATE FOR THE OUTLOT. WM GENERAL CONTRACTOR TO PROVIDE CLEAR
ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER
MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP
REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT.
SITE LEGEND
6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE"
PAINTED WITH 4" HIGH WHITE LETTERING AT 25' O.C. REF. SHEET 6320.
AREA STRIPED AT SRSL/4" AT 45° @ 2'-0" O.C.
PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO
DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR
ON BOTH ENDS UNLESS NOTED OTHERWISE. REF. PLAN FOR DIMENSIONS.
PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED
ON PLANS.
"YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. REF. SHEET 6320.
CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF
ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). REF.
SHEET 6310.
EXIT PORCH. REF. ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR
STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT
FLUSH WITH THE TOP OF STOOP.
6" Ø PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. REF. SHEET 6340.
AT GRADE OVERHEAD DOOR LOCATION. REF. ARCHITECTURAL PLANS FOR
EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS.
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL.
16' X 42' CONCRETE COMPACTOR PAD (ORIENT FOR TRUCK LOADING). REFER
TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL
POWER COMPANY FOR DETAILS.
ACCESSIBLE PARKING SPACE TYPICAL. REF. SHEETS 6311, 6320 & 6330 FOR
ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN
ACCESSIBLE SPACE).
PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE
PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE.
6'-0" WIDE PEDESTRIAN CROSSWALK. REF. SHEET 6320.
CART CORRAL TYPICAL. REF. SHEET 6341 FOR CART CORRAL DETAIL.
10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45° @ 2'-0" O.C. AT JIB CRANE
LOCATION. REF. ARCH. PLANS.
2' BUFFER - MATERIAL TO BE DECOMPOSED GRANITE.
18" CONCRETE CURB AND GUTTER TYPICAL. REF. "ASPHALT PAVING PLAN (BASE
BID)", SHEET 6230 AND/OR "CONCRETE PAVING PLAN (ALTERNATE A)", SHEET
6240 FOR CURB TYPE.
ARROW PAVEMENT MARKINGS TYPICAL. REF. PLAN FOR TYPE. REF. SHEET
6320. OPEN OR SOLID.
BUILDING SETBACK LINE PER ZONING ORDINANCE.
"NO PARKING FIRE LANE" SIGN. REF. PLAN FOR LOCATION.
3' CONCRETE BUFFER.
"ENTER" PAVEMENT STRIPING. REF. SHEET 6320.
"NO TRUCKS" SIGN. REF. SHEET 6330.
"TRUCK ROUTE" SIGN. REF. PLAN FOR LOCATION.
"STOP" SIGN. REF. SHEET 6330.
ADA STALL, LANDSCAPE ISLAND WALKWAY WITH ADA RAMPS, & CART
CROSSOVER. REF. SHEET 6311.
"DO NOT ENTER" SIGN. REF. SHEET 6330.
INTERIOR LANDSCAPE ISLAND.
STOP BAR. REF. SHEET 6320.
6'x6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE.
4" PAINTED SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45°. REF. SHEET 6360.
ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING
WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND
BOLLARDS). REF. SHEET 6310.
ADA STALL, LANDSCAPE ISLAND, & CART CROSSOVER. REF. SHEET 6311.
ACCESSIBLE "SITE ARRIVAL POINT". REF. PLAN FOR LOCATION AND LIMITS.
6' LONG YELLOW STRIPE WITH 18' GAPS - TYPICAL.
"DELIVERY TRAFFIC ONLY" SIGN. REF. DETAIL SHEET 6330.
NOT USED.
TREE SAVE AREA. TREE WELL FOR PRESERVED TREES. DO NOT DISTURB
EXISTING TREES. (REFERENCE SHEETS 6410 - 6420)
NOT USED.
ADVANCED INTERSECTION LANE CONTROL SIGN. REF. DETAIL SHEET 6330.
DRIVE THRU PHARMACY ONLY SIGN.
"NO WALMART TRUCKS" SIGN.
CONTRACTOR TO PROVIDE 6-FT OPENING IN GUARD RAIL CENTERED ON BOTH
FH AND FDC.
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z#
1A
1B
1C
1D
1E
1F
1G
1H
1I
1J
1K
1L
1M
1N
1O
1P
1Q
1R
SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE
SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE
SRSL/4" - SINGLE RED SOLID LINE / 4" WIDE
DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH
SBYL/4" - SINGLE BROKEN YELLOW LINE / 4" WIDE
SWBL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
PAINT STRIPING LEGEND LIGHT LEGEND
DESCRIPTION: 2-EASA5F5N5579CBLCKD2F (LABEL: D1F5_35)
32FOOT POLE, 3 FOOT BASE, ARRANGEMENT: BACK-BACK
DESCRIPTION: 1-EASA5A2F5579CBLCKD2F (LABEL: SA2_35)
32 FOOT POLE, 3 FOOT BASE, ARRANGEMENT: SINGLE
DESCRIPTION: 1-EASA5D2F5579CBLCKD2F (LABEL: SD2_35)
DESCRIPTION: 3-EASA5H5N5579CBLCKD2F (LABEL: T1H5_35)
32 FOOT POLE, 3 FOOT BASE, ARRANGEMENT: 3 @ 90 DEGREES
ATTRIBUTESKEY
DESCRIPTION: 1-EASA5F3F5579CBLCKD2F (LABEL: SF3_35)
DESCRIPTION: 1-EASA5H3F5579CBLCKD2F (LABEL: SH3_35)
DESCRIPTION: 2-EASA5H5N5579CBLCKD2F (LABEL: D1H5_35)
ADDITIONAL SITE NOTES
1. THE MEDIAN AGE FOR THE CITY OF CIBOLO IS 34 YEARS OLD.
2. THERE ARE NO PUBLIC TRANSPORTATION ROUTES THAT PASS BY OR THROUGH THIS
SITE.
3. REFER TO THE UTILITY PLAN (SHEETS 6280 - 6281) FOR SECURITY CAMERA LOCATIONS.
4. REFER TO THE GRADING PLAN, STORM DRAINAGE PLAN, UTILITY PLAN, AND PLAT FOR
EASEMENT LOCATIONS.
5. PERFORMANCE AND INDEMNITY BONDS SHALL BE EXECUTED AND POSTED BY THE
CONTRACTOR WITH THE CITY PRIOR TO PLAT RECORDATION OR BEGINNING ANY
WORK. THE AMOUNT OF THE BOND SHALL BE DETERMINED FOR ALL PUBLIC WORK TO
OCCUR AS PART OF PROJECT.
6. ALL DRIVEWAYS AND ACCESS WAYS SHOWN ON THE SITE PLAN SHALL BE INSTALLED
AT THE SAME TIME AS THE CONSTRUCTION OF THE WALMART SITE. CONSTRUCTION
CANNOT BE DEFERRED UNTIL OUTLOT DEVELOPMENT.
7. ALL SIDEWALK RAMPS SHALL BE TAS COMPLIANT. ALL SIDEWALKS DEDICATED TO THE
CITY SHALL RECEIVE TAS APPROVAL PRIOR TO CITY ACCEPTANCE.
8. WHEN A CONFLICT EXISTS BETWEEN INFORMATION DEPICTED ON SHEETS 6220 - 6221
AND 6011, THE MORE STRINGENT PLAN DETAILS SHALL BE APPLICABLE.
SITE DATA TABLE
ZONING CLASSIFICATION
LOT 1, BLOCK 1
(WALMART LOT)
LOT 2, BLOCK 1
(WALMART LOT)
LOT 3, BLOCK 1
(WALMART LOT)
TOTAL
LOT 4, BLOCK 1
(TNR INVESTMENT LOT)
C3
18.404 ACRES
0.969 ACRES
2.261 ACRES
21.634 ACRES
2.827 ACRES
PROPOSED SITE ANALYSIS
ACCESSIBLE
TOTAL PARKING
CART CORRALS*
(ASSOCIATE AND CUSTOMER)
189,765 S.F.
759 SPACES
28 SPACES
759 SPACES
4.00/1,000 S.F.
18 CORRALS /36 SPACES
* PARKING RATIO DOES NOT INCLUDE CART CORRAL SPACES.
* RATIO
WALMART
PARKING
INLET LEGEND
GRATE INLET (GI)
AREA INLET (AI)
CURB INLET (CI)
JUNCTION BOX (JB)
GI
AI
CI
JB
ALERT TO CONTRACTOR:
1. THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING GRADING OPERATIONS
DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND
WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS.
STORE#4115-00
WAL-MARTSTORESEAST,LP
Know what's below.
before you dig.Call
R
CIBOLO,TX78108
BIDSET
NOTFOR
CONSTRUCTION
©
SITEPLAN
(1OF2)©
6220
NO
RTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
H
I
K
L
MATCH LINE SEE SHEET 6221
AA
SECTION A-A
N.T.S.
PROPERTY LINE
PROPOSED FENCE
PROPOSED
GUIDE RAIL
0.0'
2.8'
VARIES
NOTE: REF. WALL PLANS BY HUNT & JOINER FOR
GUIDE RAIL AND FENCE CONNECTION DETAILS.
0.7'
SEE SHEET 6221 FOR CITY OF CIBOLO
AND CIBOLO FIRE MARSHALL NOTES.

S
S
S
OPEN
(TYP.)
OPEN
(TYP.)
SOLID
(TYP.)
12 11 11 10 10
10 10
11 11 11 11 10 10
10 10
7 5
10 10
18.0'
TYP
9.5'
TYP.
18.0'
TYP
9.5'
TYP.
18.0'
TYP
9.5'
TYP.
24.0'
36.0'
KRICKHAHNETCENTERPRISES,LLC
(VOL.1982,PG.742,O.P.R.G.C.)
CIBOLOVALLEYDRIVE
(VARYINGWIDTHR.O.W
)
CALL1.70AC.
CITYOFCIBOLO
(VOL.2754,PG.139,0.P.R.G.C.)
CIBOLO VALLEY DRIVE
(VARYING WIDTH PUBLIC R.O.W.)
LOT1,BLOCK1
ASUBDIVISIONPLATOF
WIEDERSTEINELEMENTARY
SCHOOLREPLACEMENTSITE
PLAT SHOWING LOT 1
WOODS SUBDIVISION, UNIT 2
(VOL. 6, PG. 52, M.P.R.G.C.)
30'B.S.L.
25'B.S.L.25' B.S.L.
WESTBORGFELDROAD
(VARYINGWIDTHPUBLICR.O.W)
25'B.S.L.
(VOL.1982,PG.742,O.P.R.G.C.)
S69°41'13"W
565.01'
=36°51'39"
R=357.00'
L=229.67'
CB=S88°07'03"W
C=225.73'
S73°27'08"E
73.76'
S73°02'59"E
147.54'
S73°41'54"E
30.89'
=25°53'47"
R=357.00'
L=161.36'
CB=S60°45'00"E
C=159.99'
7' PEDESTRIAN
ESMT.
N41°29'55"E449.00'
S48°30'05"E
281.50'
30' CROSS
ACCESS ESMT.
30' CROSS
ACCESS ESMT.
LOT 3, BLOCK 1
(OUTLOT #2)
2.261 ACRES
LOT 4, BLOCK 1
(TNR INVESTMENT GROUP, LLC LOT)
2.827 ACRES
350.00'
S20°18'47"E
64.38'
281.50'
S0°02'23"W
46.60'
LOT 2, BLOCK 1
(OUTLOT #1)
0.969 ACRES
S48°30'05"E 631.50'
341.47'150.00'
299.00'150.00'
15'L.S.B.
15' L.S.B.
15'L.S.B.
30' CROSS
ACCESS ESMT.
228.54'
N41°29'55"E449.00'
N41°29'5
25.0'
25.0'
TYP.
TYP.
TYP.
TYP.
5.0' 10.0'R
TYP.
25.0'R
50.0'R
25.0'R
10.0'R
25.0'R
SOLID
(TYP.)
25.0'
50.0'R
25.0'R
25.0'R
25.0'R
SOLID
(TYP.)
30.
0'R
4.0'
7.8'
7.5'
7.5'
161.8'
18.0'
85.2'
84.4'161.5'
10.0'
D
D
N
N
P
P
P
P
P
P
R
R
R
R
R
R
S
S
S
S
S
T
T
T
U
Y
1A
1A
1B
1B
1E
1E
1H
1I
O
1A
1E
1A
1E
1H
1H
S
S
O
O
O
E
1A
1A
S
R
S
T
1A
1E
1A
T
U
U
5 FT SIDEWALK WITH
ADA RAMPS
DYSL/4"
SWSL/4"
DYSL/4"
DYSL/4"
DYSL/4"
DYSL/4"
DYSL/4"
DYSL/4"
DYSL/4"
1D1D
DETENTION POND
ACCESS GATE
PROPOSED WALMART
MONUMENT SIGN TO BE
PERMITTED SEPARATELY
REFERENCE ROADWAY
PLANS FOR BORGFELD
ROAD WIDENING
(SHEETS 6725-6726)
18.9'
14.9'
17.9'
17.9'
13.9'
5.4'
4.9'
5.4'
5.0'R
CAM CAM
P P
1R
TYP.
S86°29'55"W
35.36'
PROPOSED TRAFFIC
SIGNAL. REFERENCE
SHEETS 6743 - 6755.
SWBL/4"
1O
1O
1O
ARROW LEFT
ARROW RIGHT
1Q
1Q
ARROW RIGHT
ARROW LEFT
ARROW RIGHT
18.0'
25.0'R
25.0'R
28.0'
R
28.0
'R
GI
GI
GI
AI
AI
AI
4.0'
57.0'142.5'
4.0'
84.4'161.5'
4.0'
4.0'
80.4'161.5'
19.0'85.5'
3.8'
3.8'
48.0' 96.0'
4.0'
34.0'118.0'120.0'
4.0'
24.3'
4.0'
UTILITIES TO BE RELOCATED WITHIN
BORGFELD ROAD RIGHT-OF-WAY BY
FRANCHISE UTILITIES. REFERENCE
SHEET 6281 FOR ADDITIONAL
INFORMATION.
LEGEND
PROPERTY LINE
BUILDING SETBACK LINE
PROPOSED 4' OR 6' FENCE
PROPOSED GUARD RAIL
FIRE LANE STRIPING
SIDEWALK
TYPE "A" INTEGRAL
CONCRETE CURB & GUTTER
CART CORRAL
PARKING SPACES
SYSL / 4"
ASSOCIATE PARKING SPACES
SWSL / 4"
STANDARD DUTY
PAVEMENT
HEAVY DUTY CONCRETE
PAVEMENT
ARCHITECTURAL APRON
SEE ARCH. PLANS
5
5
HEAVY DUTY PAVEMENT (REF.
BASE BID SHEET 6230 AND ALT.
BID SHEET 6240)
3' WIDE HEAVY DUTY
CONCRETE BUFFER (TYP.)
2' WIDE BUFFER FOR CAR OVERHANG
(STABLE, NON-VEGETATED MATERIAL)
SITE LEGEND
6" WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/ "NO PARKING FIRE LANE"
PAINTED WITH 4" HIGH WHITE LETTERING AT 25' O.C. REF. SHEET 6320.
AREA STRIPED AT SRSL/4" AT 45° @ 2'-0" O.C.
PEDESTRIAN CROSSWALK WITH 6" WIDE PAINTED WHITE STRIPING PARALLEL TO
DIRECTION OF TRAFFIC AT 2'-0" O.C. AND (1)-8" WHITE STRIPE PERPENDICULAR
ON BOTH ENDS UNLESS NOTED OTHERWISE. REF. PLAN FOR DIMENSIONS.
PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED
ON PLANS.
"YIELD" PAINTED WHITE ON PAVEMENT TYPICAL. REF. SHEET 6320.
CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF
ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). REF.
SHEET 6310.
EXIT PORCH. REF. ARCHITECTURAL PLANS FOR EXACT SIZE, LOCATION FOR
STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT
FLUSH WITH THE TOP OF STOOP.
6" Ø PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. REF. SHEET 6340.
AT GRADE OVERHEAD DOOR LOCATION. REF. ARCHITECTURAL PLANS FOR
EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS.
4" WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES TYPICAL.
16' X 42' CONCRETE COMPACTOR PAD (ORIENT FOR TRUCK LOADING). REFER
TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE.
CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL
POWER COMPANY FOR DETAILS.
ACCESSIBLE PARKING SPACE TYPICAL. REF. SHEETS 6311, 6320 & 6330 FOR
ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ("VAN"-INDICATES VAN
ACCESSIBLE SPACE).
PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE
PAINTED SYSL/4" AT 2'-0" O.C. PERPENDICULAR TO THE PARKING SPACE.
6'-0" WIDE PEDESTRIAN CROSSWALK. REF. SHEET 6320.
CART CORRAL TYPICAL. REF. SHEET 6341 FOR CART CORRAL DETAIL.
10' X 15' STRIPED AREA PAINTED SYSL/4" AT 45° @ 2'-0" O.C. AT JIB CRANE
LOCATION. REF. ARCH. PLANS.
2' BUFFER - MATERIAL TO BE DECOMPOSED GRANITE.
18" CONCRETE CURB AND GUTTER TYPICAL. REF. "ASPHALT PAVING PLAN (BASE
BID)", SHEET 6230 AND/OR "CONCRETE PAVING PLAN (ALTERNATE A)", SHEET
6240 FOR CURB TYPE.
ARROW PAVEMENT MARKINGS TYPICAL. REF. PLAN FOR TYPE. REF. SHEET
6320. OPEN OR SOLID.
BUILDING SETBACK LINE PER ZONING ORDINANCE.
"NO PARKING FIRE LANE" SIGN. REF. PLAN FOR LOCATION.
3' CONCRETE BUFFER.
"ENTER" PAVEMENT STRIPING. REF. SHEET 6320.
"NO TRUCKS" SIGN. REF. SHEET 6330.
"TRUCK ROUTE" SIGN. REF. PLAN FOR LOCATION.
"STOP" SIGN. REF. SHEET 6330.
ADA STALL, LANDSCAPE ISLAND WALKWAY WITH ADA RAMPS, & CART
CROSSOVER. REF. SHEET 6311.
"DO NOT ENTER" SIGN. REF. SHEET 6330.
INTERIOR LANDSCAPE ISLAND.
STOP BAR. REF. SHEET 6320.
6'x6' PAINTED STRIPED AREA CENTERED ON SIPHONIC BREAK STORM MANHOLE.
4" PAINTED SOLID TRAFFIC YELLOW STRIPES 18" O.C. @ 45°. REF. SHEET 6360.
ISOLATION JOINT TYPICAL AT FIXED STRUCTURES (BUILDINGS, RETAINING
WALLS/DOCK WALLS, DROP INLETS, MANHOLES, LIGHT POLE BASES AND
BOLLARDS). REF. SHEET 6310.
ADA STALL, LANDSCAPE ISLAND, & CART CROSSOVER. REF. SHEET 6311.
ACCESSIBLE "SITE ARRIVAL POINT". REF. PLAN FOR LOCATION AND LIMITS.
6' LONG YELLOW STRIPE WITH 18' GAPS - TYPICAL.
"DELIVERY TRAFFIC ONLY" SIGN. REF. DETAIL SHEET 6330.
NOT USED.
TREE SAVE AREA. TREE WELL FOR PRESERVED TREES. DO NOT DISTURB
EXISTING TREES. (REFERENCE SHEETS 6410 - 6420)
NOT USED.
ADVANCED INTERSECTION LANE CONTROL SIGN. REF. DETAIL SHEET 6330.
DRIVE THRU PHARMACY ONLY SIGN.
"NO WALMART TRUCKS" SIGN.
CONTRACTOR TO PROVIDE 6-FT OPENING IN GUARD RAIL CENTERED ON BOTH
FH AND FDC.
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z#
1A
1B
1C
1D
1E
1F
1G
1H
1I
1J
1K
1L
1M
1N
1O
1P
1Q
1R
ALL ELEVATIONS REFERENCED ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88),
GEOID 2009, AS DETERMINED FROM GPS MEASUREMENTS WITH CHECK MEASUREMENTS MADE TO NCS
GAGING STATION, "AY1547"
(TAKEN FROM SURVEY BY: TERRA SURVEYING CO., INC.)
T.B.M. #1
P-K NAIL SET ON THE EAST SIDE OF N. MAIN STREET AT THE NORTHWEST CORNER OF A CONCRETE APRON
OF A DRIVEWAY INTO 816 N. MAIN STREET.
ELEVATION: 718.00' (NAVD 88)
T.B.M. #2
P-K NAIL SET ON THE SOUTH EDGE OF A CONCRETE SIDEWALK, 4.5 FEET NORTH OF A FIRE HYDRANT ON THE
SOUTH SIDE OF CIBOLO VALLEY DRIVE, MIDWAY BETWEEN BORGFELD ROAD AND NORTH MAIN STREET.
T.B.M. #3
P-K NAIL SET ON THE NORTH SIDE OF BORGFELD ROAD AT THE SOUTHWEST CORNER OF THE CONCRETE
APRON OF THE ENTRANCE DRIVEWAY INTO WIEDERSTEIN ELEMENTARY SCHOOL, 171 W. BORGFELD ROAD.
T.B.M. #4
P-K NAIL SET IN THE SOUTH END OF A CONCRETE GUTTER ON THE EAST SIDE OF BENTWOOD RANCH DRIVE,
WHERE IT INTERSECTS THE NORTH SIDE OF BORGFELD ROAD.
BENCHMARKS
SITE DATA TABLE
ZONING CLASSIFICATION
LOT 1, BLOCK 1
(WALMART LOT)
LOT 2, BLOCK 1
(WALMART LOT)
LOT 3, BLOCK 1
(WALMART LOT)
TOTAL
LOT 4, BLOCK 1
(TNR INVESTMENT LOT)
C3
18.404 ACRES
0.969 ACRES
2.261 ACRES
21.634 ACRES
2.827 ACRES
SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE
SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE
SRSL/4" - SINGLE RED SOLID LINE / 4" WIDE
DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH
SBYL/4" - SINGLE BROKEN YELLOW LINE / 4" WIDE
SWBL/4" - SINGLE BROKEN WHITE LINE / 4" WIDE
PAINT STRIPING LEGEND
PROPOSED SITE ANALYSIS
ACCESSIBLE
TOTAL PARKING
CART CORRALS*
(ASSOCIATE AND CUSTOMER)
189,765 S.F.
759 SPACES
28 SPACES
759 SPACES
4.00/1,000 S.F.
18 CORRALS /36 SPACES
* PARKING RATIO DOES NOT INCLUDE CART CORRAL SPACES.
* RATIO
WALMART
PARKING
CITY OF CIBOLO GENERAL SITE PLAN NOTES
1. FIRE LANES SHALL BE DESIGNED AND PROVIDED PER CITY STANDARDS.
2. HANDICAPPED PARKING AREAS SHALL BE DESIGNED AND PROVIDED PER CITY
STANDARDS AND SHALL COMPLY WITH REQUIREMENTS OF THE CURRENT, ADOPTED
CIBOLO BUILDING CODES, AS AMENDED.
3. SIX-FOOT WIDE SIDEWALKS SHALL BE PROVIDED 2.0 FEET OFF OF THE PROPERTY LINE
WITHIN RIGHTS-OF-WAY, UNLESS A SIDEWALK EASEMENT IS PROVIDED FOR A
MEANDERING SIDEWALK OR AN ALTERNATIVE DESIGN IS APPROVED BY THE CITY.
BARRIER-FREE RAMPS, PER CITY STANDARDS, SHALL BE PROVIDED ON SIDEWALKS AT
ALL CURB CROSSINGS.
4. MECHANICAL UNITS, DUMPSTERS, & TRASH COMPACTORS SHALL BE SCREENED IN
ACCORDANCE WITH THE UDC.
5. THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE. ALL SIGNAGE IS
CONTINGENT UPON APPROVAL BY BUILDING INSPECTION DEPARTMENT AND THE ISSUE
OF A SIGN PERMIT.
6. APPROVAL OF THE SITE PLAN IS NOT FINAL UNTIL ALL ENGINEERING PLANS ARE
APPROVED.
7. OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN ACCORDANCE WITH THE
UDC.
8. BUILDING FACADES SHALL BE COMPATIBLE WITH SURROUNDING DEVELOPMENT, AS
PROVIDED IN THE UDC.
9. OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS OF THE UDC.
10. CONTACT THE BUILDING INSPECTION DEPARTMENT TO DETERMINE THE TYPE OF
CONSTRUCTION AND OCCUPANCY GROUP.
11. ALL ELECTRICAL TRANSMISSION, DISTRIBUTION, AND SERVICE LINES MUST BE
UNDERGROUND WHERE REQUIRED.
12. USES SHALL CONFORM IN OPERATION, LOCATION, AND CONSTRUCTION TO ALL
ENVIRONMENTAL PERFORMANCE STANDARDS AS SPECIFIED IN THIS UDC, INCLUDING,
BUT NOT LIMITED TO NOISE, SMOKE AND PARTICULATE MATTER, ODOROUS MATTER,
FIRE OR EXPLOSIVE MATERIAL, TOXIC AND NOXIOUS MATTER, VIBRATION, AND/OR
OTHER PERFORMANCE STANDARDS.
CITY OF CIBOLO FIRE MARSHAL NOTES
1. DURING CONSTRUCTION THE SITE ADDRESS SHALL BE POSTED. ADDRESS NUMERALS
SHALL BE A COLOR CONTRASTING TO THE BACKGROUND. ADDRESS SHALL BE
LOCATED SO THEY ARE CLEARLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY.
2. ALL MANUAL AND ELECTRONIC GATES ON REQUIRED FIRE DEPARTMENT FIRE ACCESS
ROADS OR GATES OBSTRUCTING FIRE DEPARTMENT SITE/BUILDING ACCESS SHALL BE
PROVIDED WITH A KNOX RAPID ENTRY SYSTEM FOR EMERGENCY ACCESS BY
FIREFIGHTING PERSONNEL. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED.
3. DURING THE ENTIRE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE FULLY
RESPONSIBLE FOR PROVIDING AND MAINTAINING UNOBSTRUCTED EMERGENCY
VEHICLE ACCESS TO THE PROJECT SITE, BUILDINGS, AND BUILDING UNDER
CONSTRUCTION 24 HOURS A DAY.
4. NO LANDSCAPING OR OTHER OBSTRUCTIONS ARE TO BE WITHIN A THREE FOOT RADIUS
OF A HYDRANT.
5. TRENCHING AND EXCAVATION - UNDERGROUND UTILITIES SHALL BE LOCATED AND
MARKED BEFORE TRENCHING OR EXCAVATING. IT SHALL BE A VIOLATION OF CITY
ORDINANCES TO TRENCH OR EXCAVATE WITHOUT PROPERLY MAKING REQUESTS FOR
UTILITY LOCATES, AND FOR DAMAGING UTILITIES THAT HAVE BEEN PROPERLY
LOCATED. REQUESTS SHALL BE MADE USING NATIONALLY RECOGNIZED LOCATING
GUIDELINES AND PROCEDURES.
6. ALL WEATHER ACCESS ROADS AND FIRE HYDRANT LOCATIONS SHALL BE APPROVED
BY THE FIRE MARSHALL AND SHALL BE IN PLACE AND OPERATIONAL BEFORE ANY
COMBUSTIBLE MATERIALS ARE PLACED ON SITE. ACCESS ROADS AND HYDRANTS
SHALL BE MAINTAINED CLEAR OF OBSTRUCTIONS AT ALL TIMES.
INLET LEGEND
GRATE INLET (GI)
AREA INLET (AI)
CURB INLET (CI)
JUNCTION BOX (JB)
GI
AI
CI
JB
LIGHT LEGEND
DESCRIPTION: 2-EASA5F5N5579CBLCKD2F (LABEL: D1F5_35)
DESCRIPTION: 1-EASA5D2F5579CBLCKD2F (LABEL: SD2_35)
DESCRIPTION: 3-EASA5H5N5579CBLCKD2F (LABEL: T1H5_35)
32 FOOT POLE, 3 FOOT BASE, ARRANGEMENT: 3 @ 90 DEGREES
ATTRIBUTESKEY
DESCRIPTION: 1-EASA5F3F5579CBLCKD2F (LABEL: SF3_35)
DESCRIPTION: 1-EASA5H3F5579CBLCKD2F (LABEL: SH3_35)
DESCRIPTION: 2-EASA5H5N5579CBLCKD2F (LABEL: D1H5_35)
©
NO
RTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
H
I
K
L
STORE#4115-00
Know what's below.
before you dig.Call
R
CIBOLO,TX78108
BIDSET
NOTFOR
CONSTRUCTION
©
SITEPLAN
(2OF2)
6221
SEE SHEET 6220 FOR SITE NOTES,
AND ADDITIONAL SITE NOTES.

S
S
STORE NUMBER 4115-00
C-182-SGR-QR
TOTAL BUILDING AREA = 189,765 SF
LOT 1, BLOCK 1
(WALMART LOT)
18.40 ACRES
F.F. ELEV. 732.50
W
D
TBM-1
D
730
730
725
732
731
731
730
734
729
720725721722723724726727728729
735
730
725
ONLY
1.2
%
1.5%
1.5%
1.5%
1.5%
1.5%
1.4%
1.2%
1.0%
1.0%1.8%
1.9%
2.0%
3.2%
3.0%
2.5%
1.1%
2.8%
2.5
%
2.6
% 2.3
%
1.6
%
723
725
724
PROPOSED DETENTION POND
SEE SHEET 6270
PROPOSED DETENTION POND
SEE SHEET 6272
1.5%
1.5%
731
730
731
739
731
730
731
728
725
720
730
SEE DETAIL W1
728.00TW
720.45BW
725.35TW
719.85BW
724.00TW
719.22BW
729.16TW
719.15BW
730.36TW
720.08BW
737
732.36TW
723.67BW
732.40TW
723.39BW
731.30TW
730.63BW
731.29TW
726.03BW
731.09TW
725.62BW
731.73TW
725.64BW
730.79TW
727.12BW
BEGIN GUIDE RAIL
END GUIDE RAIL
END FENCE
BEGIN FENCE
BEGIN FENCE
END FENCE
END FENCE
BEGIN FENCE
FENCE 1 FOOT
OUTSIDE TOP OF
POND WALL
END WALL
EL 732.06
END WALL
EL 731.29
END WALL
EL 730.24
END WALL
EL 732.03
END WALL
EL 730.74
REFERENCE ROADWAY
PLANS 6710 - 6756 FOR
DETAILED GRADING OF
ROAD, SIDEWALKS, AND
DRIVEWAY APRON
REFER TO WALL PLANS BY
HUNT & JOINER
(SHEETS 6610-6613)
HUNT & JOINER
(SHEETS 6610-6613)
735
4:1
4:1
720
725
730
725
722
723
724
725
727
720
735
737
730
725
730
725
732
SEE ADDITIONAL
GRADING NOTE 14
729
728
727
724
723
729
728
724
723
719
735
734
731
731
732
731
729
730
731
732
732
732
733
736
735
LOT 1, BLOCK 1
CALL 2.237 AC.
STCPC-STONE OAK, L.P.
(VOL. 3163, PG. 702, O.P.R.G.C.)
R
REMAINDER OF CALL 6.14 AC.
GROWING ON, LTD
(VOL. 1439, PG. 566, O.P.R.G.C.)
LEWISC.BORGFELD&WIFE,
ANNETTEBORGFELD
(VOL.409,PG.436,D.R.G.C.)
LOT 1, BLOCK 1
FINAL SUBDIVISION PLAT ESTABLISHING
EVERYDAY CHRISTIAN FELLOWSHIP SUBDIVISION
VOL. 7, PG. 23, M.P.R.G.C.
LOT 1SUBDIVISION PLAT
ESTABLISHING BUELL SUBDIVISION
VOL. 6, PG. 688, M.P.R.G.C.
BLOCK24,FINALPLATOF
BENTWOODRANCHSUBDIVISION
UNITSEVENTEEN
LOT21LOT20LOT19LOT18LOT17
LOT15
LOT16
LOT 13, BLOCK 24
S83°31'42"E
82.41'
SUBDIV
ESTABLISHING BVOL. 6, PG. 6
30'ACCESSESMT.
1'VEHICULARNON-ACCESS
(VOL.7,PG.508,M.P.R.G.C) S30°33'18"E
745.99'
S59°26'42"W
344.20'
S30°33'18"E
276.90'
=18°02'22"
R=363.00'
L=114.29'
CB=N50°31'06"W
C=113.82'
942.08'
S59°32'17"W
8.86'
9'55"E1433.55'
N30°33'18"W
122.09'
=43°15'13"
R=272.50'
L=205.72'
CB=N9°02'03"W
C=200.87'
N12°4946
=24°13'18"
R=443.00'
L=187.28'
CB=S81°47'52"W
C=185.89'
N69°41'13"E
53.88'
730
730
731
732
731
719
8:1
NORTH MAIN STREET
(VARYING WIDTH R.O.W)
WESTBORGFELDROAD
(VARYINGWIDTHR.O.W)
734
732
HUNT & JOINER
(SHEETS 6610-6613)
HUNT & JOINER
(SHEETS 6610-6613)
AERATE TREE
ROOTS. REF.
DETAIL, SHEET 6420
AERATE TREE
ROOTS. REF. DETAIL,
SHEET 6420
732.44TC
731.94TP
732.44TC
732.44TC
731.90TP
731.94TP
731.94TP
732.40TC
732.44TC
731.94TP
731.94TC
731.74TP
731.74TP
731.74TP
731.74TP
732.14
732.14
732.20
732.25 732.25
732.50
732.50
732.50
732.25
732.20
732.20
732.36TP
732.36TC
732.20
732.20
732.25
732.25 732.25
732.20
731.97 731.97
731.97
732.41TP
732.50
732.41TP
732.50
732.32TP
732.01TP
732.01TP
732.50
732.30TP
732.50
732.50
732.45
732.35
732.50
732.38
731.95732.50
731.95
732.35
732.22
732.22
732.50
732.31
731.96
732.50
732.50
732.50
732.00
731.60
731.50
731.25
732.50
727.85732.50
732.50
731.17
731.17
727.85
732.50
730.75
731.50
731.50
731.50
732.00
732.00
732.00
732.42
731.94TP
732.44TC
731.94TP
731.94TP
731.40TC
732.44TC
730.90TP
731.94TP
732.44TC
731.32TP
731.82TC
732.50
732.50
732.50
732.50
732.50 732.42
732.50 732.36TP
732.36TC
730.98TP
730.96TP
728.95TG
727.50TG
728.85TG730.04TP 730.37TP
729.98TP 729.15TP
730.13TP 728.74TP
731.26TP
731.00TP
731.38TP
731.74TP
730.75
731.15TP 730.87TP
730.61TP
730.20TG
731.14TP
730.88TP
730.65TG
730.91TP
729.50TP
729.39TP
731.25TP
731.41TP
731.57TP
731.75TP
730.67TP
730.25TP
731.23TP
731.90TP
731.27TP
731.73TP
730.50TP 730.55TP
730.81TP 730.60TP
731.43TP
732.00TP
731.50TC
731.00TP
729.70TP
731.30TP
719.03TP
719.92TP
738.75FG
740.05FG
731.94TP
718.96TP
719.09TP
731.75TP
731.54TP
729.64TPCONCRETE
FLUME
SEE ADDITIONAL
GRADING NOTE 14
735.12TP
735.34TP
737.58FG
737.75FG
733.77TP
733.07TP
AA
731.80TC
732.06TP
732.85TP
731.50TP
732.44TC
CONTRACTOR TO PROVIDE 6-FT
OPENING (3-FT CLEAR SPACE)
IN GUIDE RAIL CENTERED ON
BOTH FH AND FDC
737.90FG
731.80TP731.82TP731.84TP731.86TP 731.83TP731.85TP 731.58TP731.58TP
731.14TP
731.32TP
LEGEND
PROPERTY LINE
OUTPARCEL LINE
PROPOSED CONTOUR
EXISTING CONTOUR
FINISHED GRADE ELEVATION
EXISTING ELEVATION
TOP OF PAVEMENT ELEVATION
TOP OF CURB ELEVATION
TOP OF GRATE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
PROPOSED STORM SEWER LINE
PROPOSED RIDGE
PROPOSED VALLEY
PROPOSED 6' FENCE, REF. DETAILS
PROPOSED GUARD RAIL, REF. DETAILS
730
730.15TW
730.50TP
730.50
724.15BW
791.50TG
732.50TC
1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE.
UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY.
2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
4. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
5. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO
EXISTING CONDITIONS OR BETTER.
7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN
UNPAVED ARES SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED
"STORM SEWER".
8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN
THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART
SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM
WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS
ONLY.
9. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY
TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
10. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL NATURAL AND PAVED AREAS.
11. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND
SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY
AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR
SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED
LAND SURVEYOR TO THE OWNER FOR REVIEW.
12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE
4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO
ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED
AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY
STAND OF VEGETATION IS OBTAINED.
13. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND
BE CONSTRUCTED TO SAME.
GRADING NOTES
CONTRACTOR IS TO VERIFY
PRESENCE AND EXACT
LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION.
CAUTION!!
ALL ELEVATIONS REFERENCED ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88),
GEOID 2009, AS DETERMINED FROM GPS MEASUREMENTS WITH CHECK MEASUREMENTS MADE TO NCS
GAGING STATION, "AY1547"
(TAKEN FROM SURVEY BY: TERRA SURVEYING CO., INC.)
T.B.M. #1
P-K NAIL SET ON THE EAST SIDE OF N. MAIN STREET AT THE NORTHWEST CORNER OF A CONCRETE APRON
OF A DRIVEWAY INTO 816 N. MAIN STREET.
T.B.M. #2
P-K NAIL SET ON THE SOUTH EDGE OF A CONCRETE SIDEWALK, 4.5 FEET NORTH OF A FIRE HYDRANT ON THE
SOUTH SIDE OF CIBOLO VALLEY DRIVE, MIDWAY BETWEEN BORGFELD ROAD AND NORTH MAIN STREET.
T.B.M. #3
P-K NAIL SET ON THE NORTH SIDE OF BORGFELD ROAD AT THE SOUTHWEST CORNER OF THE CONCRETE
APRON OF THE ENTRANCE DRIVEWAY INTO WIEDERSTEIN ELEMENTARY SCHOOL, 171 W. BORGFELD ROAD.
T.B.M. #4
P-K NAIL SET IN THE SOUTH END OF A CONCRETE GUTTER ON THE EAST SIDE OF BENTWOOD RANCH DRIVE,
WHERE IT INTERSECTS THE NORTH SIDE OF BORGFELD ROAD.
BENCHMARKS
729.44TW/TC
727.44BW
729.49TW/TC
727.49BW
729.550TW/TC
727.50BW
729.53TW/TC
727.53BW
729.24TW/TC
727.24BW
729.88TW/TC
727.88BW
729.84TW/TC
727.84BW
730.14TW/TC
728.14BW
729.93TW/TC
727.93BW
729.88TW/TC
727.88BW
730.35TW/TC
728.35BW
730.23TW/TC
728.23BW
730.50TW/TC
728.50BW730.93TW/TC
728.93BW
730.50TW/TC
728.50BW
730.50TW/TC
728.50BW
730.29TW/TC
728.29BW
730.23TW/TC
728.23BW
REFER TO WALL PLANS
BY HUNT & JOINER
(SHEETS 6610-6613)
AERATE TREE
ROOTS. REF.
DETAIL,
SHEET 6420.
AERATE TREE
ROOTS. REF
DETAIL,
SHEET 6420.
RETAINING WALLS SHOWN FOR GRADING INTENT ONLY AND
NOT TO BE USED FOR CONSTRUCTION OF RETAINING WALLS.
TW/BW ELEVATIONS ARE APPROXIMATE ONLY. SEE RETAINING
WALL DESIGN PLANS BY WALL ENGINEER AND GEOTECHNICAL
REPORT (AND ADDENDA THERETO) FOR DETAILED WALL
DESIGN AND FILL PLACEMENT METHODS. ALSO REFERENCE
STRUCTURAL AND LANDSCAPE PLANS FOR
GUARD/PEDESTRIAN RAILS ON TOP OF WALL.
NOTE
SECTION A-A
PROPOSED SIDEWALK.
REF. ROADWAY PLANS
FOR ELEVATONS
MAX 2% CROSS SLOPES
VARIES
(3:1 SLOPE MAX.)
VARIES
(3:1 SLOPE MAX.)
STORE#4115-00
Know what's below.
before you dig.Call
R
CIBOLO,TX78108
BIDSET
NOTFOR
CONSTRUCTION
©
NO
RTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
H
I
K
L
GRADINGPLAN
(1OF2)
6250DETAIL W1
SCALE: 1" = 20'
SEE SHEET 6251 FOR SITE AND PAD
SUBSURFACE PREPARATION NOTES AND
ADDITIONAL GRADING NOTES.
SEE SHEET 6261 FOR DRAINAGE NOTES.
SEE SHEET 6230 FOR LIME TREATMENT OF
SUBGRADE.
2

LEGEND
PROPERTY LINE
OUTPARCEL LINE
PROPOSED CONTOUR
EXISTING CONTOUR
FINISHED GRADE ELEVATION
EXISTING ELEVATION
TOP OF PAVEMENT ELEVATION
TOP OF CURB ELEVATION
TOP OF GRATE ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
PROPOSED STORM SEWER LINE
PROPOSED RIDGE
PROPOSED VALLEY
PROPOSED 6' FENCE, REF. DETAILS
PROPOSED GUARD RAIL, REF. DETAILS
730
730.15TW
730.50TP
730.50
724.15BW
791.50TG
732.50TC
CONTRACTOR IS TO VERIFY
PRESENCE AND EXACT
LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION.
CAUTION!!
SECTION B-B
PROPOSED SIDEWALK.
REF. ROADWAY PLANS
FOR ELEVATONS
MAX 2% CROSS SLOPES
5.0'±19'
VARIES
(3:1 SLOPE MAX.)
VARIES
(3:1 SLOPE MAX.)
R.O.W.
S
S
S
TBM-2
TBM-3
D
DD
D
D
727
726
725
729
728
ONLY
ONLY
ONLY
2.7
%
2.4
%
2.6
%
2.1
%
1.6
%
2.3%
2.0%
1.1%
1.3%
2.5%
1.5
%
1.5
%
6.1%
2.2%
1.5%
1.3%
2.7%
1.6
%
1.7
%
2.0%
1.4
%
PROPOSED DETENTION
POND
SEE SHEET 6272
730
729
729
728
730 730
727
728
730
734
725
729
731
731
731
730
729.92TW
718.97BW
723.00TW
717.75BW
729.21TW
718.86BW
END WALL
EL 728.50
724.00TW
718.10BW
END WALL
EL 724.00
BB
REF. ROADWAY PLANS BY
KHA FOR BORGFELD ROAD
IMPROVEMENTS
(SHEETS 6725-6726)
728.82TW
723.92BW
728.81TW
725.01BW
4:1
4:1
735735
739
739735
730
734
730
732
730
726
730
729
731
725
720
718
731
723
722
721
724
723
727
728
729
731
733
733
732
731
730
729
728
727
731
732
(VOL.1982,PG.742,O.P.R.G.C.)
CALL1.70AC.
CITYOFCIBOLO
(VOL.2754,PG.139,0.P.R.G.C.)
LOT1,BLOCK1
ASUBDIVISIONPLATOF
WIEDERSTEINELEMENTARY
SCHOOLREPLACEMENTSITE
PLAT SHOWING LOT 1
WOODS SUBDIVISION, UNIT 2
(VOL. 6, PG. 52, M.P.R.G.C.)
BLANKETGUYWIREESMT.
20'X35' WATER
ESMT.
(VOL. 7, PG. 372,
M.P.R.G.C)
(VOL.1982,PG.742,O.P.R.G.C.)
S69°41'13"W
565.01'
=36°51'39"
R=357.00'
L=229.67'
CB=S88°07'03"W
C=225.73'
S73°27'08"E
73.76'
S73°02'59"E
147.54'
S73°41'54"E
30.89'
=25°53'47"
R=357.00'
L=161.36'
CB=S60°45'00"E
C=159.99'
N41°29'55"E449.00'
S48°30'05"E
281.50'
LOT 3, BLOCK 1
(OUTLOT #2)
2.261 ACRES
LOT 4, BLOCK 1
(TNR INVESTMENT GROUP, LLC LOT)
2.827 ACRES
25' TEMPORARY GRADING
EASEMENT (VOL. 4148, PG. 137,
O.P.R.G.C.)
350.00'
S20°18'47"E
64.38'
281.50'
S0°02'23"W
46.60'
LOT 2, BLOCK 1
(OUTLOT #1)
0.969 ACRES
S48°30'05"E 631.50'
341.47'150.00'
299.00'150.00'
228.54'
50' TEMPORARY GRADING AND
CONSTRUCTION EASEMENT
(VOL. 4148, PG. 110, O.P.R.G.C.)
N41°29'55"E449.00'
N41°29'5
730
729
729
729
729730
731
730
731
CIBOLOVALLEYDRIVE
(VARYINGWIDTHR.O.W
)
CIBOLO VALLEY DRIVE
(VARYING WIDTH PUBLIC R.O.W.)
WESTBORGFELDROAD
(VARYINGWIDTHPUBLICR.O.W)
728.60TG 727.70TG 726.85TG
728.87TP 730.00TP
726.38TP
727.36TP
731.35TP
729.34TP
729.58TP
728.73TP
731.71TP
730.51TP
731.33TP
729.16TP729.76TP728.62TP728.72TP
731.84TP
731.40TP
732.08TP
731.01TP
731.92TP
732.16TP
727.95TP 728.88TP
729.46TP
729.39TP
729.83TP 728.48TP
731.35TP
739.45FG
738.56FG
730.55TP
730.16TP
729.89TP
730.12TP
729.75TP
730.10TP
729.82TP
731.14TP
729.50TG
729.71TP 728.45TP
730.58TP 730.56TP
722.60TP
722.09TP
726.05TP
725.70TP
739.71FG
739.40FG
739.85FG
721.78TP
721.97TP
CONCRETE
FLUME
722
SEE ADDITIONAL
GRADING NOTE 14
SEE ADDITIONAL
GRADING NOTE 14
725.44TP
725.32TP
CONTRACTOR SHALL CLEAR, GRUB, STRIP, AND
UNDERCUT UNSATISFACTORY MATERIAL FROM
LOT 3 AND BRING BACK TO EXISTING GRADE
USING SATISFACTORY COMPACTED FILL PER
SPECIFICATION 02300. UNSATISFACTORY
MATERIAL SHALL NOT BE WASTED IN THIS AREA.
734.92TP
734.67TP
724
725.85TG
723.50TG
CONTRACTOR TO ENSURE
POSITIVE DRAINAGE TOWARDS
PROPOSED AREA INLET.
REFERENCE ROADWAY
PLANS 6710 - 6756 FOR
DETAILED GRADING OF
ROAD, SIDEWALKS, AND
DRIVEWAY APRON
726.38FG
726.33FG
1. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENTATION CONTROL SITE
MAPS AND DETAILS FOR SPECIFIC NOTES REGARDING COVERAGE UNDER THE
JURISDICTION'S APPLICABLE EROSION AND SEDIMENTATION CONTROL LAW OR
CODE OF ORDINANCES AND THE STATE'S APPLICABLE NPDES GENERAL PERMIT FOR
CONSTRUCTION ACTIVITIES.
2. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT
PROPERTIES, UNLESS OTHERWISE SHOWN BY A GRADING EASEMENT AND THE
LIMITS OF DISTURBANCE. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS AND
THE JURISDICTION.
3. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT TOP OF PAVEMENT
FINISHED GRADES. (UNLESS OTHERWISE NOTED.)
4. ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT
COMPACTED STRUCTURAL FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY
MATERIAL COMPACTED TO THE STANDARDS OUTLINED IN THE SITE SPECIFICATIONS
(MINUS THE REQUIRED TOPSOIL OR PAVEMENT THICKNESSES).
5. REFER TO PAVEMENT CROSS-SECTIONS TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED AS PART OF THIS
PROJECT.
6. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK SHOWN ON THE SURVEY
PROVIDED. THE BENCHMARK SHALL BE VERIFIED BY THE GENERAL CONTRACTOR
PRIOR TO THE COMMENCEMENT OF GRADING ACTIVITIES.
7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO
EXISTING GRADE.
8. ALL FILL TO BE COMPACTED PER THE EARTHWORK SPECIFICATIONS FOR THIS
PROJECT. ALPHA TESTING'S "INITIAL GEOTECHNICAL EXPLORATION", DATED JUNE 6,
2013, SUPPLEMENTED BY ALPHA TESTING'S "GEOTECHNICAL EXPLORATION ON
RECONSTRUCTION OF BORGFELD ROAD" DATED JULY 1, 2013 SHALL BE USED AS
GUIDANCE DOCUMENTS (NOT TO BE CONSIDERED CONTRACT DOCUMENTS). IF THE
CONTRACTOR NOTICES A DISCREPANCY BETWEEN THE ALPHA TESTING REPORTS
AND THE PROJECT SPECIFICATIONS, CONTRACTOR SHALL NOTIFY THE OWNER
IMMEDIATELY.
9. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY
GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE
INLETS OR SHEET OVERLAND. MINIMUM PAVEMENT GRADES SHALL BE 1%.
MAXIMUM PAVEMENT GRADES IN ADA AREAS SHALL BE 2%, MAXIMUM GRADES IN
ALL OTHER PARKING AREAS SHALL BE 3%. MAXIMUM GRADES ALONG TRUCK
ROUTES SHALL BE 5%, MAXIMUM GRADES ALONG ALL OTHER DRIVEWAYS SHALL BE
8%. MINIMUM PAVEMENT GRADES FOR CONCRETE APRONS OR CURBS SHALL BE
0.5% (UNLESS OTHERWISE NOTED ON THE PLAN).
10. FOR ADA AREAS, ANY FINAL SLOPES IN EXCESS OF APPLICABLE ADA LAWS SHALL
RESULT IN REMOVAL AND REPLACEMENT OF ANY AREA TO BRING THE AREAS INTO
COMPLIANCE WITH ADA LAW.
11. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID ANY DEWATERING AND
MOISTURE CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT.
12. GRADES MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.
CONTRACTOR SHALL CONTACT OWNER AND CEC FOR NECESSARY ADJUSTMENTS.
13. REFERENCE ROADWAY PLANS 6710 - 6756 FOR DETAILED GRADING OF ROAD,
SIDEWALKS, AND DRIVEWAY APRON.
14. CONTRACTOR TO VERIFY EXISTING ELEVATIONS AT DRIVEWAY CONNECTION
POINTS PRIOR TO CONSTRUCTION. BARRIER FREE RAMPS AND CROSSWALKS SHALL
BE TEXAS ACCESSIBILITY STANDARDS (TAS) COMPLIANT. ALL SIDEWALKS TO BE
DEDICATED TO THE CITY OF CIBOLO SHALL RECEIVE TAS APPROVAL PRIOR TO
ACCEPTANCE BY CITY.
15. ALL SANITARY SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN
UNPAVED ARES SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED
"SANITARY SEWER".
ADDITIONAL GRADING NOTES
STORE#4115-00
Know what's below.
before you dig.Call
R
CIBOLO,TX78108
BIDSET
NOTFOR
CONSTRUCTION
©
NO
RTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
A
B
C
D
E
F
G
H
I
K
L
GRADINGPLAN
(2OF2)
6251
SEE SHEET 6250 FOR GRADING NOTES AND
BENCHMARK INFORMATION.
SEE SHEET 6261 FOR DRAINAGE NOTES.
FOUNDATION SUBSURFACE PREPARATION FOR WAL-MART SUPERCENTER BUILDING
STORE # 4115, CIBOLO, TEXAS.
MARCH 25, 2014 - ALPHA REPORT NO. A130597
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH
AND 5 FT BEYOND THE BUILDING AND APPURTENANCES.
APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, EXTERIOR GARDEN CENTER,
PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, COMPACTOR PAD, MONUMENT SIGN, PLANTERS, BALE AND PALLET RECYCLING AREA, ETC. THE BASE WHERE REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF
THE ACTUAL BUILDING AND THE APPURTENANCES.
ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE 6-INCH THICK BASE
MATERIAL SHALL CONFORM TO TEXAS DOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 247 FLEXIBLE BASE, GRADE 1 WITH MINIMUM 88% RETAINED ON THE 200 SIEVE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30
DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR.
THE BASE AND SLAB SHALL BE SUPPORTED ON AN ENGINEERED PAD CONSISTING OF A MINIMUM OF 3½ FT OF SELECT FILL MATERIAL OVER 4½ FT OF MOISTURE CONDITIONED ON-SITE SOIL. THE THICKNESS OF
SELECT FILL MATERIAL SHALL BE 4 FT IN AREAS THAT DO NOT INCLUDE THE BASE (UNDER APPURTENANCES AND OUTSIDE THE BUILDING PERIMETER). SELECT FILL MATERIAL SHALL NOT EXTEND BEYOND 5 FT OF
THE BUILDING PERIMETER AND/OR APPURTENANCES.
THE SELECT FILL MATERIAL SHALL BE NON-EXPANSIVE MATERIAL WITH A LIQUID LIMIT LESS THAN 35 AND A PLASTICITY INDEX BETWEEN 5 AND 15. THE SELECT FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS
NOT EXCEEDING 8 INCHES IN THICKNESS. SELECT FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AT A MOISTURE CONTENT
WITHIN 1 PERCENTAGE POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. (NOTE: THE PLASTICITY INDEX AND LIQUID LIMIT OF MATERIAL USED AS SELECT FILL MATERIAL SHALL BE VERIFIED DURING FILL
PLACEMENT USING LABORATORY TESTS. VISUAL OBSERVATION AND CLASSIFICATION SHALL NOT BE RELIED UPON TO CONFIRM THE MATERIAL TO BE USED AS SELECT FILL MATERIAL SATISFIES THE ABOVE
ATTERBERG-LIMIT CRITERIA). ATTERBERG-LIMITS TESTS TO VERIFY THE SELECT, NON-EXPANSIVE FILL SHALL BE PERFORMED AT A FREQUENCY OF AT LEAST ONE TEST PER EVERY 1½ FT (THICK) PER EVERY 5,000 SQ
FT. ATTERBERG-LIMIT TESTS SHALL BE STAGGERED BETWEEN VARIOUS LIFTS WITHIN EACH 5,000 SQ FT.
ON-SITE SOIL THATIS MOISTURE-CONDITIONEDSHALLCONSISTS OF PROCESSING ANDCOMPACTINGOF ON-SITE SOIL AT A “TARGET” MOISTURE CONTENT APPROXIMATEDTO BE AT LEAST 5 PERCENTAGE POINTS ABOVE
THE MATERIAL'SOPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR METHOD (ASTM D 698). MATERIALSWITH RELATIVELYLOWER PLASTICITY INDEX VALUES MAY REQUIRE MOISTURE
CONDITIONINGAT MOISTURE CONTENTS CLOSER TO OPTIMUMTO ALLOWFOR COMPACTION. CONTRACTOR SHALLPROCESS SOIL TO ACHIEVETHE “TARGET” MOISTURE CONTENT TO REDUCE THE SWELL POTENTIALOF
THE SOIL AS NOTED IN THIS PARAGRAPH. THE MOISTURE CONDITIONEDSOIL SHALLBE PLACED IN MAXIMUM8-IN THICKLOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF 93 TO 97 PERCENT OF STANDARDPROCTOR
MAXIMUMDRY DENSITY. SWELL TESTS SHALLBE CONDUCTED BY THE OWNER'S CTL DURING CONSTRUCTION TO VERIFY THE “TARGET” MOISTURE CONTENT FOR MOISTURE CONDITIONINGIS SUFFICIENT TO REDUCE
THE SWELL POTENTIALOF THE PROCESSED SOIL TO 1 PERCENT OR LESS. ONE SWELL TEST (ASTM D 4546) PER EVERY 3 FT (THICK) SHALLBE PERFORMED EVERY 5,000 SF OF THE MOISTURE CONDITIONEDSOIL IN THE
BUILDING AREA. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DEFICIENT MOISTURE CONDITIONED AREAS UNTIL THE SWELL POTENTIAL OF THE PROCESSED SOIL IS 1 PERCENT OR LESS.
EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW-GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, HIGHLY EXPANSIVE DARK BROWN CLAY, TOPSOIL,
ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SOIL SUBGRADE. REMOVE AND REPLACE UNSUITABLE
AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS:
LOCATION WITH RESPECT TO FINAL GRADE P.I L.L.
BUILDING AREA, BASE 12 MAX 35 MAX
BUILDING AREA, SELECT FILL, BASE TO 4 FT 15 MAX 35 MAX
BUILDING AREA, BELOW 4 FT: MOISTURE CONDITIONED SITE SOILS
THE FOUNDATION SYSTEM SHALL BE SHALLOW FOOTINGS .
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER
THE WALMART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY
ALPHA TESTING, INC., (ALPHA REPORT A130597) DATED MARCH 25, 2014 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
GEOTECHNICAL ENGINEER EMAIL ADDRESS IS - AHEIMAN@ALPHATESTING.COM
SITE SUBSURFACE PREPARATION FOR WAL-MART SUPERCENTER BUILDING
STORE # 4115, CIBOLO, TEXAS.
JUNE 6, 2013 - ALPHA REPORT NO. A130597
ALL AREAS SUPPORTING THE FLOOR SLAB, NEW PAVEMENT AND AREAS TO RECEIVE NEW FILL SHALL BE PROPERLY PREPARED.
AFTER COMPLETION OF THE NECESSARY GRUBBING, STRIPPING, CLEARING, AND EXCAVATING AND PRIOR TO PLACING ANY REQUIRED FILL, THE EXPOSED SOIL SUBGRADE SHALL BE CAREFULLY EVALUATED BY
PROBING AND TESTING. ANY UNDESIRABLE MATERIAL (ORGANIC MATERIAL, WET, SOFT, OR LOOSE SOIL) STILL IN PLACE SHALL BE REMOVED.
THE EXPOSED SUBGRADE SHALL BE FURTHER EVALUATED BY PROOF-ROLLING WITH A HEAVY PNEUMATIC TIRED ROLLER, LOADED DUMP TRUCK OR SIMILAR EQUIPMENT WEIGHING APPROXIMATELY 20 TONS TO
CHECK FOR POCKETS OF SOFT OR LOOSE MATERIAL HIDDEN BENEATH A THIN CRUST OF POSSIBLY BETTER SOIL. PROOF-ROLLING PROCEDURES SHALL BE OBSERVED ROUTINELY BY THE CTL'S PROFESSIONAL
ENGINEER OR THEIR DESIGNATED REPRESENTATIVE.
ANY UNSATISFACTORY MATERIAL (ORGANIC MATERIAL, WET, SOFT, OR LOOSE SOIL) EXPOSED DURING THE PROOFROLL SHALL BE REMOVED AND REPLACED WITH WELL-COMPACTED CLAY OR GRANULAR MATERIAL.
PRIOR TO PLACEMENT OF ANY FILL, THE EXPOSED SOIL SUBGRADE SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES AND RECOMPACTED AS OUTLINED BELOW.
CLAY MATERIAL SHALL BE COMPACTED TO A DRY DENSITY BETWEEN 95 AND 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). THE COMPACTED MOISTURE CONTENT OF THE CLAYS
DURING PLACEMENT SHALL BE WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE OPTIMUM. CLAYEY MATERIALS USED AS FILL SHALL BE PROCESSED AND THE LARGEST PARTICLE OR CLOD SHALL BE LESS
THAN 6 INCHES PRIOR TO COMPACTION.
GRANULAR MATERIALS SHALL BE COMPACTED TO A DRY DENSITY BETWEEN 95 AND 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698). THE COMPACTED MOISTURE CONTENT OF THE
GRANULAR METERIALS DURING PLACEMENT SHALL BE WITHIN THE RANGE OF -2 TO +2 PERCENTAGE POINTS OF OPTIMUM.
COMPACTION SHALL BE ACCOMPLISHED BY PLACING FILL IN 8-INCH THICK LOOSE LIFTS AND COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. FIELD DENSITY AND MOISTURE CONTENT
TESTS SHALL BE PERFORMED ON EACH LIFT. TESTING SHALL BE PERFORMED AS REQUIRED IN SPECIFICATION SECTION 02300, EARTHWORK.
IN CASES WHERE EITHER MASS FILLS OR UTILITY LINES ARE MORE THAN 10 FT DEEP, THE FILL/BACKFILL BELOW 10 FT SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698) AND WITHIN 2 PERCENTAGE POINTS OF THE MATERIAL'S OPTIMUM MOISTURE CONTENT. THE PORTION OF THE FILL/BACKFILL SHALLOWER THAN 10 FT SHALL BE COMPACTED AS OUTLINED
ABOVE.
IF FILL IS TO BE PLACED ON EXISTING SLOPES (NATURAL OR CONSTRUCTED) STEEPER THAN SIX HORIZONTAL TO ONE VERTICAL (6:1), THE FILL MATERIALS SHALL BE BENCHED INTO THE EXISTING SLOPES IN SUCH A
MANNER AS TO PROVIDE A MINIMUM BENCH WIDTH OF FIVE (5) FT.
AT THIS TIME, SIGNIFICANT SLOPES ARE NOT ANTICIPATED FOR THE PROJECT. IN GENERAL SITE GRADING AREAS, IT IS RECOMMENDED FILL SLOPES OF THREE HORIZONTAL TO ONE VERTICAL (3:1) OR FLATTER BE
PLACED FOR FINAL FILL SLOPES UP TO 13 FT IN HEIGHT AND FOUR HORIZONTAL TO ONE VERTICAL (4:1) OR FLATTER BE PLACED FOR FINAL FILL SLOPES GREATER THAN 13 FT IN HEIGHT. ALL EXCAVATIONS SHALL BE
BRACED OR CUT AT STABLE SLOPES IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS.
REFER TO THE PAVING DETAILS FOR ADDITIONAL REQUIREMENTS FOR PREPARATION OF THE PAVEMENT SUBGRADE.
THIS SITE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART
SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY ALPHA TESTING,
INC., (ALPHA REPORT A130597) DATED JUNE 6, 2013 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
GEOTECHNICAL ENGINEER EMAIL ADDRESS IS - AHEIMAN@ALPHATESTING.COM
2
2.1

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Location of Project:
Store Type:
Size of the Store: 182 Store #: 4115
Date of this Report:
OUTLOT/EXCESS LAND SETBACKS ZONING
Minimum building setbacks for each property Current zoning
Lot
Lot #
Size
(in Acres)
Square
footage
Front Left Side Right Side Back Zoning
Lot 1Lot 2 0.97 AC 42,225 25' 15' 15' 15' C3
Lot 2Lot 3 2.26 AC 98,472 25' 15' 15' 15' C3
ZONING
1.
No
2. If yes, please describe:
3. What Jurisdiction is the property in?
4. Is a restaurant permitted? Yes
5. Is patio seating permitted? Yes
6.
No
7.
Kimley-Horn and Assocaites, Inc.
601 NW Loop 410, Suite 350
San Antonio, TX 78216
Chelsy Houy, P.E.
N/A
N/A
(210) 321-3424
Cibolo, TX
Please add any additional information/comments that impact the outlot/excess land regarding zoning:
Is there an Overlay District, PUD, etc. that impacts the
development of the outlot/excess land?
Is there a restriction prohibiting a drive thru (restaurant, bank,
etc.)?
chelsy.houy@kimley-horn.com
City of Cibolo
Supercenter
Friday, August 28, 2009

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PARKING REQUIREMENTS:
1. Wal-Mart's required parking ratio:
Restaurant 15 / 1,000
Retail 5 / 1,000
2.
No
If Yes, what is the requirement?
Restaurant N/A
Retail N/A
SIGNAGE:
1.
Pylon
2. If other, please define:
3. What is the maximum height allowed for the signage?
4. What is the maximum square footage allowed for the signage?
5. Explain how the square footage is calculated:
6. If Other or No signage is permitted explain why and give options to change the signage regulations:
7. Is roof signage permitted? No
8. What is the maximum size?
Is the City or County's parking requirement greater than
Wal-Mart's
What type of signage is allowed for the outlots per local codes
and/or ordinances?
The entire sign surface within a single contiguous perimeter, excluding support structures. A sign structure
with two faces back to back, oriented in opposite directions and separated by not more than three feet, with
the same copy on both sides, shall be counted as a single sign.
N/A
Maximum square footage allowed for pylon sign - 50 sf per outparcel; Per approved sign package submitted
to the City of Cibolo - 49.5 sf.
35' total sign height for a multi-tenant commercial complex; Outparcel signs will be at heights of 29.5' and
25' per approved sign package submitted to the City of Cibolo.
N/A

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9. Are wall logo's and/or signs permitted? Yes
10. Is Neon signage permitted? Yes
11. How long is the variance process for outlot signage and what is required?
12. Describe all reviews, hearings, variances and general requirements known at this time:
PLATTING
1.
Yes
1a. If no please explain:
1b. If yes, has the plat been recorded? No
1c. What is the book, page or volume?
1d. What was the date it was recorded?
2.
STREET/HIGHWAY ACCESS AND TRAFFIC STUDY:
1. Who has Jurisdiction on this site?
2.
No
3.
No
4.
No
4a. If yes, please describe along with the timeframe and location:
Is the property (including the outlots/excess land) required to
be platted?
N/A
Variance will not be allowed through the City of Cibolo. Sign package for overall development has been
submitted to the city and has been approved. Only additional signage will be what is allowed as wall
signage through the City of Cibolo sign ordinance. See attached sign ordinance.
City of Cibolo
N/A
If the property has not been platted, please describe the process including who is responsible for the platting and
timeframe for completion.
**Note: Wal-Mart does not typically allow purchaser's direct access and/or curbcuts to the main street or highway.
Access to the outlot/excess land is granted through the Wal-Mart access drive!
N/A
Will the Jurisdiction allow direct access and/or curbcuts to the
main street or highway?
If there is a concrete median in front of the property, will the
Jurisdiction allow it to be cut?
Are there any future highway/street improvements anticipated
that would impact the outlot/excess land?
Adjacent roadway improvements will be completed as part of the Walmart construction.
N/A
N/A
**Note: If platting is not required, a metes and bounds legal description for each parcel should be
forwarded to the respective Wal-Mart Land Development Manager as soon as possible.

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5. Are sidewalks required on the outlot/excess land? Yes
5a. If yes, what type and size:
6. Was a traffic study performed for the overall project? Yes
6a. If yes, was the outlot(s)/excess land included? Yes
6b. What was the estimated traffic count, peak hour trips, total trips, proposed use, etc. for each parcel?
6c.
No
6d. If yes, please explain why and any requirements including applicable timeframes:
6e.
No
6f. If yes, please provide the expiration date and any other important information:
UTILITIES:
Water
1. Is water stubbed to the outlot(s)? Yes
1a. If not, where is it located?
2. Is water stubbed to the excess land? N/A
3. Who has Jurisdiction of the water line?
4. What is the size of the water main?
5. What is the normal pressure?
6. Is there a Tap Fee?
7. Is there a Meter Fee?
8. Can the hose bibs & irrigation be on a separate meter? Yes
9. What is the size of the line required?
10. Are backflow preventer valves required for fire sprinkler lines? Yes
11. Is the water line located in an existing easement? No
12. NoIs there a current moratorium or a chance for one in the future?
N/A
City of Cibolo
Additional traffic study will only be required if a significant change in use is proposed for the
outparcels.
Will an additional traffic study be required for each
purchaser?
Required side walks will be installed along Borgfeld Road Right-of-Way as part of the Walmart
construction. The sidewalks will be 6' wide in a 7' pedestrian easement.
Lot 2 - 10 pump gas station, AM Peak - 122, PM Peak - 139, Total - 1686;
Lot 3 - fast food restaurant with drive through (6000 sf), AM Peak - 273, PM Peak - 196, Total - 9440
8"
See comments below
See comments below
$30 account fee plus 2 months deposit
Dependent on final use
N/A
N/A
Does the traffic study, trips, etc. have an expiration
date?

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13.
Sanitary Sewer
1. Is sanitary sewer stubbed to the outlot(s)? Yes
2. Is sanitary sewer stubbed to the excess land? N/A
3. What is the size of the sewer line?
4. Who has the Jurisdiction of the sanitary sewer line?
5. Nearest manhole: Lot 2 Rim El. 729.63 Inv.El.Out 722.9
Lot 3 Rim El. 727.55 Inv.El.Out 717.93
6. Is a grease trap required for a restaurant? Yes
7. Is there a Tap Fee?
8. Are tap fees based on water useage? No
9. Is the tap to be made by the city or a local plumber?
10. Are there any special assessments? No
11. No
12. Is the sanitary sewer line located in an existing easement? Yes
13.
N/A
13a. What type?
13b. Additional Comments:
14. Can the septic field be paved over? N/A
15. Has a percolation test been performed? N/A
15a. When?
15b. What were the results? (1' in 30 minutes is required for a restaurant)
15c. If the test did not meet the above requirements, what are the alternative solutions?
Yes - see comments below
All water line taps are provided from proposed 12" water line along the northwest side of W. Borgfeld Rd.
A new water flow test will need to be performed to verify adequate pressures. However, the City of Cibolo
has indicated that adequate pressures are available for the area. Water impact fees are required for all new
development. Reference attached impact fee ordinance.
N/A
N/A
N/A
Local Plumber
N/A
Is there a current moratorium or a chance for one in the future?
N/A
If sanitary sewer is not available, can a septic system be
used?
8" to Lot 3; 6" to Lot 2
Cibolo Creek Municipal Authority
Please add any additional information/comments regarding water:
N/A
N/A

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16.
Storm Sewer:
1. Yes
2. N/A
3. If not, please explain how the storm sewer drainage will be addressed for each outlot/excess land:
4.
No
5.
No
6. Who has the Jurisdiction of the storm sewer?
7. What is the size of the storm sewer?
8. What is the depth?
9. What is the tap fee?
10. Are catch basins required? No
11. Is the storm sewer located in an existing easement? Yes
12.
Is the Wal-Mart detention pond encroaching on or included
within the outlot/excess land property line?
Is storm sewer stubbed to the outlot?
**Note: Purchaser is responsible to perform their own percolation test on the outlot/excess land if a septic
system is required.
Lot 2 = 18", Lot 3 = 24"
Lot 2 = 4.5', Lot 3 = 5'
N/A
Has Wal-Mart's detention facility been sized to accept the
drainage?
City of Cibolo
The Walmart pond has been sized to accept drainage from Lot 2. Lot 3 will be required to provide
stormwater mitigation as required by the City of Cibolo but a stub has been provided for the end user.
**Note: Purchaser will have to comply fully with any federal, state or local laws, regulations, ordinances,
permits or other authorizations or approvals or other requirements relating to storm water discharges or
the control or erosion or sediment discharges from construction projects, including but not limited to the
Clean Water Act, 33 U.S.C.-1251 et seq., and the Storm Water General Permit for Discharges associated with
Construction Activities (collectively the “Storm Water Requirements”) including without limitation
preparing a Storm Water Pollution Prevention Plan (if applicable) to avoid negatively impacting any erosion
or sediment controls during earth-disturbing activities, if any.
Please add any additional information/comments regarding sanitary sewer:
Sanitary sewer impact fees are collected by the City for all new development. See attached impact fee
schedule. Sanitary sewer treatment impact fees are collect by Cibolo Creek Municipal Authority (CCMA) for
all new development. Contact CCMA at 210-658-6241 for a fee estimate.
Is storm sewer stubbed to the excess land?
N/A
Please add any additional information/comments regarding storm sewer:

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Electric
1. No
2. Is electric stubbed to the excess land? N/A
3. Is it overhead or underground? Overhead
4. What is the voltage?
5. What is the phase?
6. What is the wire?
7. Who has Jurisdiction of the electricity?
8. Is underground service required? No
8a.
Yes
8b. Is there a standard cost per LF for the installation?
8c. Transformer location:
8d.
Pole Mounted
9. Is the primary service connected to the existing transformer? N/A
9a. Are there any service charges or connection fees? Yes
9b. What is the cost?
10. Is the electric located in an existing easement? Yes
11.
Gas
1. No
2. Is gas stubbed to the excess land? N/A
3. What is the maximum amount available?
4. Who has Jurisdiction of the gas line?
5. What type of commitment will the gas company give?
N/A
Please add any additional information/comments regarding electric:
300 kVA or higher will require a pad-mounted transformer
Guadalupe Valley Electric Cooperative
No, consumer pays cost of service extension
Gas is available for commercial use.
SE side of Borgfeld Road
CenterPoint Energy
Always there
Flexible as long as easement is granted
If yes, will the power company bring conduit and wire
to the transformer and/or building?
120/240, 120/208, 277/480
3-phase
Primary wire not an issue
Memebership-$25,Account-$50,Deposit-Variable
N/A
GVEC will install service to the transformer.
Is electric stubbed to the outlot?
Can the outlot/excess land be serviced with either a
pole mounted or pad mounted transformer
Is gas stubbed to the outlot?

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6. Will the gas company bring the line to the building? Yes
6a. What is the estimated cost to do so?
6b. What is the size of the gas line?
6c. What is the pressure of the gas line?
6d. What is the BTU/CF rating?
6e. What is the specific gravity?
6f. Is a meter fee required? Yes
7. Is the gas located in an existing easement? Yes
8.
Telephone
1. No
2. Is telephone stubbed to the excess land? N/A
3. Is under ground service required? No
4.
5. Is the telephone located in an existing easement? Yes
6.
FEES:
1.
No
2. If yes, please describe in detail and attach a schedule if available:
BUILDING CODES:
1. What are the building codes by which the architectural plans must comply with on the outlot/excess land?
1a. What is the date they were adopted:
Please add any additional information/comments regarding gas:
N/A
Please add any additional information/comments regarding telephone:
N/A
Is telephone stubbed to the outlot?
N/A
4" main along W. Borgfeld Rd.
Year round customer - first 100' is free
1000
AT&TWho is responsible for bringing telephone lines to the building?
30 psig
Are there any unusually expensive fees or assessments
relating to the future development of this property?
26-Feb-13
N/A
2013 Cibolo Unified Development Code and Construction Manual, 2012 Uniform Plumbing Code, 2012
Uniform Mechanical Code, 2012 International Building Code, 2012 International Existing Building Code, 2012
International Fire Code, 2011 National Electric Code
0.62

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2. What is the building permit fee schedule?
3. Is the outlot/excess land located in a fire zone or district? No
4.
No
SITE / LANDSCAPING:
1. Is there a landscaping ordinance in place? Yes
2. Is there any special lighting requirements? Yes
2a. If yes, please describe:
3. What type of solid waste disposal is permitted?
3a. Compaction: Yes
3b. Bulk pick up: Yes
3c. Front loader: Yes
3d. Side loader: No
3e. Rear loader: Yes
3f. Who has the Jurisdiction of solid waste:
3g. Is this adequate for Jurisdiction? Yes
3h. Is a drain required in the trash area? No
3i.
Yes
SOILS / ENVIRONMENTAL:
1. Was the outlot(s) rough graded? Yes
2. Was it compacted to Wal-Mart standard specifications? Yes
3. Was the excess land rough graded, if applicable? N/A
4. Was it compacted to Wal-Mart's specs? No
5. Yes
3a. Report prepared by:
3b. Dated:
3c.
No
3d.
No
Reference attached document, Article 7 - Environmental Performance Standards, pgs. 117 - 119, of
the City of Cibolo Unified Development Code for a detailed list of all requirements.
Are hot and cold water hose bibs required in the trash
area?
**Note: Wal-Mart requires a masonry trash enclosure for compactor, dumpster.
Modern Geosciences
11-Sep-13
$50.00 for issuing the permit plus a certain amount based on the valuation of the building. See attaached
City of Cibolo "Permit Fee Schedule" for fee based on valuation of building.
Are there any special fire department requirements in addition
to standard plans?
City of Cibolo
Did the Phase 1 Environmental report indicate contamination?
If yes, was the contamination located in close
proximity to or within the outlot/excess land?
If yes, was the contamination remediated as part of
the overall project?

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3e.
6.
No
6a.
TRAFFIC:
1. Average Daily Traffic:
v.p.d.
(year)
CONTACTS:
The last page should be all local contacts (from your cover sheet)
N/A
The purpose of this "Fact Sheet" is to provide general information regarding the subject
property. It is the prospective purchaser's obligation to perform the necessary due
diligence to insure that the property is capable of meeting the intended use.
Development of the Walmart lot was highly controversial in the City of Cibolo. If different City staff are
present at the time of outlot development, some resistance may be encountered since outlot is associated
with Walmart development.
Cibolo Valley Drive - 6500
W. Borgfeld Rd. - 5000
2012
Civil Consultant: Please add any information and/or comments that you can think impact the development
and/or title of the outlot/excess land:
Is any portion of the outlot/excess land located in a flood plan
and/or wetland area?
If yes, please describe:
Please provide any additional information/comments regarding the contamination:
Contaminated soil and aesbestos found on WM property. Remediation to be performed by Walmart
contractor.

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