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10' SEWER
EASEMENT PER FORT BEND
COUNTY DOC. NO.
2021005404
10' SEWER
EASEMENT PER FORT BEND
COUNTY DOC. NO.
2021005405
10' SEWER
EASEMENT PER FORT BEND
COUNTY DOC. NO.
2021005403
UNRESTRICTED RESERVE "A"
J. GUIDRY, LTD.
INST. No. 2005137599
D.R.F.B.C.T.
FULSHEAR RETAIL
PLAT NO. 20150324
M.R.F.B.C.T.
BLOCK 1
UNRESTRICTED RESERVE "B"
PARCEL B
CVS ACCESS
EASEMENT AREA
20' WATERLINE
EASEMENT PER PLAT NO.
2020125014
PROPOSED 15' PUBLIC
SEWER EASEMENT
122
122
122
122
1
2
2
122
122
122
122
122
1
2
2
1
2
2
122
122
122
122
121
121
121
121
121
121
12
1121
121
120
120
120
1
2
0
120
120
1
1
9
119
119
1
2
3
123
1
2
3
12
3
124
1
2
3
123
1
2
3
1
2
3
1
2
3
123
1
2
3
123
123
122
S1
S1
S1
S1
S1
S1
S2
S1
S1
S1
1
2
2
1
2
3
S3
123
S3
109
114
122
114
113
111
109
112
110
108
113
111
109
112
110
108
114
123
121
121
121
122
121
1
2
3
113
112
S3
S3
1
2
3
57'-0"
58'-6"
ST
OP
ST
OP
[
È
ÆD
OO
R
EG
RE
SS
DOOR
DEALER
BU
ILD
IN
G T
YP
E: S
plit F
ace C
MU
SQ
. F
T. =
7,885
86'-4" X
91'-4"
O'R
eilly A
uto P
arts
PO
RT
AL: 50'-8"
TRASH
X
X
X
X
PAD
1
1
9
1
2
3
110
FF
E =
124.0'
S4
122
1
2
2
1
2
2
20' WATERLINE
EASEMENT PER PLAT NO.
2020121994
S1
S5
20' WATERLINE
EASEMENT PER PLAT NO.
2020121994
ST
OR
MW
AT
ER
P
OL
LU
TIO
N P
RE
VE
NT
IO
N P
LA
N
C1.3
STORMWATER POLLUTION PREVENTION PLANSCALE: 1" = 20'-0"C1.3
1
Know what's belowCall before you dig.
R
03/02/18
RD3
PR
OJ
EC
T:
NE
W O
'R
EIL
LY
A
UT
O P
AR
TS
S
TO
RE
25
15
1 F
UL
SH
EA
R-G
AS
TO
N R
OA
D
RIC
HM
ON
D, T
EX
AS
CO
RP
OR
AT
E O
FF
IC
ES
23
3 S
OU
TH
P
AT
TE
RS
ON
SP
RIN
GF
IE
LD
, M
IS
SO
UR
I 6
58
02
(4
17
) 8
62
-2
67
4 T
EL
EP
HO
NE
BLL
PROPERTY
SUBJECT
FULSHEAR-GASTON
FM 723
HIDDEN
LAKE
BELLAIRE BLVD.
1093
359
BOIS-DE-ARC LANE
McKINNON RD.
1463
S FRY ROAD
K
A
T
Y
-
G
A
S
T
O
N
C
I
N
C
O
R
A
N
C
H
GRAND PKWY
1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT
OFF-SITE FACILITIES. CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE
PROPOSED FACILITY. STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIAL VEGETATION HAVING A
UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF
EROSION CONTROL MEASURES.
3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR
GREATER. DAMAGED MEASURES THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURES WITHIN SEVEN
DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE
CONSTRUCTION SITE.
4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY CODE. CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING
ANY WORK ON PROJECT SITE.
5. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAIN APPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY
UNTIL IMPERVIOUS MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
6. REFER TO SITE DETAILS FOR SILT FENCE CONSTRUCTION.
7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTS PERMANENT TURF REINFORCEMENT MATS C35 OR APPROVED
EQUAL. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH
MANUFACTURER.
EROSION CONTROL & MAINTENANCE PLAN
NOTES
EN
GIN
EE
RS
S
UR
VE
YO
RS
L
AB
OR
AT
OR
IE
S D
RIL
LIN
G
DR
AW
IN
G #
PR
OJ #
SYMBOLS LEGENDREFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL.
NEW BUILDING
CONSTRUCTION
NEW POLE SIGN
LOCATION
NEW CONCRETE PAVING BLOCK
TEMPORARY EROSION CONTROL
FENCE
SURFACE FLOW ARROW
NEW SPOT ELEVATIONS
PROPOSED NEW GRADE LINES
EXISTING GRADE LINES
LIST
GRADE
SIDEWALK
TOP OF WALL
TOP OF CURB
TOP OF PAVEMENT
NEW GRADE
CONCRETE
EXISTING TOP OF CURB
EXISTING GRADE
EXISTING PAVEMENT
EXISTING SIDEWALK
FLOW LINE
TOP OF BERM
123
+
1
2
3
.
0
P
V
T
TEMPORARY BENCH MARK:
ABBREVIATION
GR
SW
TW
TC
PVT
GD
CONC
ETC
EGD
EPVT
ESW
FL
TOP
1. INSTALLATION OF EROSION CONTROL FENCE.
2. DEMOLITION OF EXISTING SITE IMPROVEMENTS.
3. REMOVAL OF EXISTING PAVEMENT ON THE SITE.
4. INSTALLATION OF ALL STORM WATER DRAINAGE IMPROVEMENTS.
5. ROUGH GRADING.
6. CONSTRUCTION OF NEW SITE IMPROVEMENTS.
7. FINAL GRADING.
8. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD.
9. REMOVAL OF EROSION CONTROL DEVICES.
STAGE OF
CONSTRUCTION NOTES
SPECIAL NOTE:
EROSION AND SEDIMENT CONTROLS AND
CONSTRUCTION EGRESS MUST BE IN PLACE PRIOR
TO ANY GRADING OR CONSTRUCTION ACTIVITY.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)
FLOOD INSURANCE RATE MAPS (FIRM) NUMBER 48157C0115L EFFECTIVE
APRIL 2, 2014 THIS TRACT OF LAND LIES WITHIN UNSHADED ZONE "X".
FLOOD ZONE
KEY NOTES
S1
S2
INSTALL TEMPORARY CONSTRUCTION ENTRANCE. REFER TO DETAIL 2/C1.3
LIMITS OF TEMPORARY EROSION CONTROL FENCE, REFER TO DETAIL 3/C1.3.
INSTALL TEMPORARY INLET PROTECTION. REFER TO DETAIL 4/C1.3.S3
10
23
6-1
6W
B-110-867
”
SCALE: NOT TO SCALE
18" MIN
GEOTEXTILE-STONE INLET PROTECTIONGROUND
EXISTING
DRIVEWAY
25' M
IN
.
EX
IS
TIN
G P
AV
EM
EN
T
5:1
3'
6" MIN.
50'
SURGE STONE
PAVEMENT
EXISTING
MOUNTABLE
BERM
CONSTRUCTION ENTRANCE DETAILSCALE: NOT TO SCALE
1. STONE SIZE - USE 3-6" STONE, OR EQUAL
2. MIN. LENGTH - 50 FEET.
3. MIN. THICKNESS - SIX(6) INCHES.
4. WIDTH - TWENTY FIVE (25) FOOT MINIMUM
5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF
STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING TOWARD THE CONSTRUCTION
EGRESS SHALL BE DIVERTED EITHER BY PIPE OR SWALES TO PREVENT THE
WASHOUT OF THE EGRESS.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHTS-OF-WAY. THIS MAY REQURE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED
OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
C1.3
2
FILTREXX® SILTSOXX™
PLAN VIEW
12" ±
3" · 4"
2"x2" WOODEN STAKE
FILTREXX® SILTSOXX™
(12"·18" TYPICAL)
WORK AREA
FILTREXX® SILTSOXX™ SECTION
NOTE:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS OR APPROVED EQUAL.
2. SILTSOXX™ COMPOST/JSOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS.
3. SILTSOXX™ DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER THE
MANUFACTURER SPECIFICATIONS.
4. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
AREA TO BE PROTECTED
STAKE ON
10' LINEAL
SPACING
AREA TO BE PROTECTED
WATER FLOW
FILTREXX® COMPOST
SILTSOXX™
WORK AREA
FILTREXX SILTSOXX™3C1.3 SCALE: NOT TO SCALE
4C1.3
32
13
S
W
ES
T B
YP
AS
S S
PR
IN
GF
IE
LD
, M
IS
SO
UR
I 6
58
07
P
HO
NE
(4
17
) 8
66
-2
74
1
ATH
AN
DE
RS
ON
C
OA
# F
-3
70
4 A
AR
ON
T
H
AR
GR
AV
E: 1
35
14
3
INSTALL TEMPORARY CONCRETE TRUCK WASHOUT (CTW). REFER TO DETAIL 5/C1.3.S4
18" DIAMETER FILTREXX® SOXX™
(ALSO AVAILABLE IN 8", 12" AND 24"
DIAMETERS)
18" DIAMETER FILTREXX® SOXX™
(ALSO AVAILABLE IN 8", 12" AND 24"
DIAMETERS)
2" X 2" X 36" WOODEN
STAKES PLACED 5' O.C.
2" X 2" X 36" WOODEN
STAKES PLACED 5' O.C.
MAXIMUM DEPTH OF CONTAMINATED WATER IS 50%
OF CONCRETE WASHOUT HEIGHT
PUMP CONTAMINATED WATER INTO
CONCRETE WASHOUT
SECTION
PLAN
NOTES:
1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE
2. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL
CONFIGURATION FOR ADDED HEIGHT AND STABILITY
3. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE
TIME OF INSTALLATION
12" MIN
NTS
FILTREXX® CONCRETE WASHOUT SCALE: NOT TO SCALEC1.3
5
SPECIAL NOTE:
CONTRACTOR TO SUBMIT COPIES OF CONSTRUCTION SITE
NOTICE (CSN) AND/OR NOTICE OF INTENT (NOI) TO MS4 OPERATOR
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
INSTALL PROPERLY SIZED ULTRATECH ULTRA-DEWATERING BAG OR APPROVED EQUAL
AT OUTLET DURING CONSTRUCTION AND ANY DEWATERING OF THE SITE. REMOVE
ONCE CONSTRUCTION IS COMPLETE AND SITE HAS BEEN PROPERLY STABILIZED.
S5
(3/11/2021)A11 ADDENDUM 11
A11
03-11-21
