Prologis Park- CS160318R OY
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FOR
NUMBER DESCRIPTION DATE
REVISION TABLE ENGINEER
FAX (214) 739-0095
TEL (214) 346-6200
RICHARDSON, TEXAS 75081-2275
1201 NORTH BOWSER ROAD
TBPE FIRM# F-312
FAX: (214) 739-0095
TEL: (214) 346-6200
EMAIL: RGOSSETT@HALFF.COM
CONTACT: ROBERT E. GOSSETT, P.E.
RICHARDSON, TX. 75081
1201 NORTH BOWSER ROAD
HALFF ASSOCIATES, INC.
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S.H . 121
MINYARD
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DALLAS COUNTY, TEXAS
CITY OF COPPELL,
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AVO 31337 FEBRUARY, 2016
ROBERT E. GOSSETT
NAME
107349
P.E. NO.
DATE
PRELIMINARY
FOR INTERIM REVIEW ONLY
THE SUPERVISION OF:
THEY WERE PREPARED BY, OR UNDER
BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL, PERMIT,
REVIEW AND ARE NOT INTENDED FOR
THESE DOCUMENTS ARE FOR INTERIM
2/15/2016
TBPE FIRM # F-312
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INFRASTRUCTURE PACKAGE
HIGHWAY COMMERCIAL SOUTH
PROLOGIS PARK ONE TWENTY ONE
SHEET INDEX
SHEET NO.DESCRIPTION
PLAT
C0.01 GENERAL NOTES
C0.02 SURVEY CONTROL PLAN
C1.01-1.02 PAVING PLAN/ PROFILE
C1.03 PAVING SECTION
C2.01-2.03 GRADING PLAN
C2.03 SWALE GRADING PLAN
C3.01 DRAINAGE AREA MAP
C3.02 STORM DRAINAGE PLAN
C3.03-3.04 STORM DRAINAGE PROFILES
C3.05 HYDRAULIC CALCULATIONS
C4.01 WATER AND WASTEWATER PLAN
C4.02 WASTE WATER PLAN
C4.03 WASTE WATER PROFILES
C5.01 EROSION CONTROL PLAN
C5.02 EROSION CONTROL NOTES AND DETAILS
C6.01-6.02 EXIST DRAINAGE AREA MAPS (REFERENCE ONLY)
C6.03 EXIST TxDOT DRAINAGE PROFILE (REFERENCE ONLY)
C6.04 TxDOT ROADWAY APPROACH DETAIL
1
Summary of Comments on C000-COVER-31337
Page: 1
Number: 1 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 2:23:29 PM
This needs to reference Northwest Drive at SH 121 south of Freeport....
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
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AS NOTED
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ROBERT E. GOSSETT
NAME
107349
P.E. NO.
DATE
PRELIMINARY
FOR INTERIM REVIEW ONLY
THE SUPERVISION OF:
THEY WERE PREPARED BY, OR UNDER
BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL, PERMIT,
REVIEW AND ARE NOT INTENDED FOR
THESE DOCUMENTS ARE FOR INTERIM
2/15/2016
TBPE FIRM # F-312
SEE SHEET C0.01 FOR
GENERAL NOTES.
FEBRUARY, 2016
TABLE CONTROLSURVEY
POINT NORTHING EASTING ELEVATION DESCRIPTION
307 492.40 SXTP
329 497.75 SXTP
330 522.70 SXTP
331 518.14 FXTP2422127.99
2421634.38
2423808.58
2423608.99
7043020.83
7042577.08
7042472.14
7043932.04
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1+00
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PVI STA 7+00.0
ELEV = 513.40
( - )1.0%
( - )
5.
0
%
120.00' VC
K = 30
ex = -0.60'
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C.L. OF ROAD
EXISTING GROUND @
C.L. OF ROAD
PROPOSED GROUND @
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806040200
SCALE: 1"=40'SEE SHEE
T
C1.02
MATCH LINE STA 8+00
S.H. 121 (FRONTAGE ROAD
)
490
495
500
505
510
515
520
525
0 1 2 3 4 5 6 7 8
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495
500
505
510
515
520
525
PLAN / PROFILE
PAVING
C1.01
LEGEND
(76,217 SF)
1.75 AC.
LOT 4, BLOCK B
(68,184 SF)
1.57 AC.
LOT 5, BLOCK B
(113,644 SF)
2.61 AC.
LOT 6, BLOCK B
D.R.D.C.T.
VOL. 84046, PG. 4613
PARTNERSHIP
DFW SH-121 LIMITED
(154.601 SF)
3.55 AC.
LOT 3, BLOCK B
3
6
' F
-F
30' R
30' R
1
2
'
3
8
' R
.O
.W
.
1
2
'
1
3
'
3
6
' F
-F
1
3
'
EASEMENT
12' UTILITY
EASEMENT
12' UTILITY
PC 0+94.8 L= 72.37'
T= 37.85'
R= 100.00'
Δ= 41°2
P
C
1
+
6
7
.2
P
C
6
+0
6
.8
L= 137.07'
T= 72.77'
R= 165.00'
Δ= 47°3 PC 7+44.0
OF COPPELL STD. DETAILS
SIDEWALK PER CITY
4' WIDE CONCRETE
2030 FOR ADDITIONAL INFORMATION.
SEE CITY OF COPPELL STD. DETAIL
AND #4 BARS AT 18" SPACING O.C.E.W.
W/ 8" LIME TREATED SUBGRADE
8" THICK 4,000 PSI CONCRETE PAVEMENT
CITY OF COPPELL STD. DETAIL 2170.
REBAR SPACING ACCORDING TO
W/ 6" COMPACTED SUBGRADE AND
4" THICK 3,000 PSI CONCRETE SIDEWALK
PROPOSED CONCRETE.
MATCH EXISTING PAVEMENT ELEVATION WITH
EXISTING CONCRETE CURB AND GUTTER.
REMOVE AND DISPOSE OF APPROX. 100 LF OF
SAWCUT A MINIMUM 1.5' FROM BACK OF CURB.
WM
OHE
X
FIB OPT
12"W
18" RCP
PP EXISTING POWER POLE
EXISTING OVERHEAD ELECTRIC
EXIST LEGEND
EXISTING FIBER OPTIC
EXISTING STORM SEWER
EXISTING SANITARY SEWER MH
EXISTING WASTEWATER LINE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER LINE
EXISTING FENCE
EXISTING CONTOUR
EASEMENT LINE
PROPERTY LINE
PROPOSED GROUND LINEPGL
S 48 31 04.87 E
FENCE
REMOVE EXISTING
FENCE
REMOVE EXISTING
TO REMAIN
EXISTING FENCE
S 89 58 48.81 E
N 42 25 24.73 E
(BOTH SIDES)
TXDOT RIGHT-OF-WAY
TERMINATE SIDEWALK AT
WHEN WORKING IN AREA
AND UTILITIES USE CAUTION
EXISTING OVERHEAD ELECTRIC
CAUTION!!
V
P
C
S
T
A
6
+
4
0
.
0
0
P
VI S
T
A 7+0
0.0
VPT STA 7+60.00
E=2421956.0727
N=7042832.7012
ROADWAY PER TXDOT STANDARDS
CONNECT TO EXISTING TXDOT
BEGIN ROADWAY CONSTRUCTION
STA 0+00
CAUTION!!!
EXISTING UTILITIES IN THE AREA.
THE CONTRACTOR SHALL VERIFY
THE EXACT LOCATION PRIOR TO
BEGINNING CONSTRUCTION.
CONTACT AFFECTED UTILITIES
AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION IN THIS AREA.
(1-800-DIG-TESS)
NORTHWEST DRIVE
ADDITIONAL INFORMATION.
O.C.E.W. SEE TXDOT STD. DETAIL FOR
SUBGRADE AND #5 BARS AT 12" SPACING
PAVEMENT W/ 8" LIME TREATED
10" THICK 5,500 PSI CLASS P CONCRETE
V PI STA 0+60.9
(BOTH SIDES)
TXDOT RIGHT-OF-WAY
TERMINATE SIDEWALK AT
ADDITIONAL INFORMATION.
GRATE INLET, SEE STORM PLAN FOR
CURB INLET. INSTALL TXDOT TYPE "C".
REMOVE AND REPLACE TXDOT
2.7%
1 2345
6
Page: 6
Number: 1 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:54:26 AM
30' radius off SH 121? Don't we recommend a 40' in industrial areas?
Yes, make 40', both connections-MG Number: 2 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:00:52 AM
200' min cl radius Number: 3 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:00:04 AM
City of Coppell Min CL radius is 200' for roadways. Number: 4 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:30:43 AM
Do we have approval from TxDOT for this location? Number: 5 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:00:40 AM
City of Coppell Subdivision Ordnance requires min 5' sidewalk. Number: 6 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 10:59:36 AM
2.7% will not allow ADA accessibility.
Provide Curb Ramps at curb return.
497
4
9
8
49
8
4 9 9
5 00
500
50
0
5 0 0
501
5 0 1
50
2
50
2
50
3
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5 0 4
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5 05
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50
7
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Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
N
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.
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CAD
REG
AS NOTED
C
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L
,
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W
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Y
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P
R
O
L
O
G
I
S
P
A
R
K
ROBERT E. GOSSETT
NAME
107349
P.E. NO.
DATE
PRELIMINARY
FOR INTERIM REVIEW ONLY
THE SUPERVISION OF:
THEY WERE PREPARED BY, OR UNDER
BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL, PERMIT,
REVIEW AND ARE NOT INTENDED FOR
THESE DOCUMENTS ARE FOR INTERIM
2/15/2016
TBPE FIRM # F-312
SEE SHEET C0.01 FOR
GENERAL NOTES.
FEBRUARY, 2016
STORM DRAINAGE LEGEND
24" RCP
WM
OHE
X
FIB OPT
12"W
18" RCP
PP
EXISTING OVERHEAD ELECTRIC
EXISTING POWER POLE
EXIST LEGEND
570
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EXISTING FENCE
EXISTING WATER LINE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WASTEWATER LINE
EXISTING SANITARY SEWER MH
EXISTING STORM SEWER
EXISTING FIBER OPTIC
STORM DRAIN LINE
GRATE INLET
CURB INLET
MANHOLE
FH
TABLE CONTROLSURVEY
POINT NORTHING EASTING ELEVATION DESCRIPTION
307 492.40 SXTP
329 497.75 SXTP
330 522.70 SXTP
331 518.14 FXTP2422127.99
2421634.38
2423808.58
2423608.99
7043020.83
7042577.08
7042472.14
7043932.04
I N
F
R
A
S
T
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T
U
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E
P
A
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A
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STMH
PP G
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W
WMH Electric Line
Overhead
Electric Line
Overhead
G
W
G
W
WV
W
M
G
W
WVWV
STMH PPG
W
G
W
ST
MH
G
W
G
W
PP FCPPP
Water Vault
G
WFCP
ST
MH
STMH
VaultElectric
4' Barbed wire FenceFH
SDMH
4' Barbed wire Fence
ICV's
WV's
Ret. wall12" Stone
FCP8"
Wood
4' Barbed wire Fence
W
M
PP
WV
FH
WV
WV
WV
PP
4' Barbed wire Fence
FCP
PP
ST
MH
STMH
PULL BO
X
COM
M.
F
F
=
4
9
7
.
0
0
F
U
T
U
R
E
B
U
I
L
D
I
N
G
5
1 /2 " C I R F
1/2" CIRF
1
/
2
"
C
I
R
F
F
H
T
FHT
FH
T
FH
T
MH
MH
MH
MH MH
MH
MH
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
NE
W 8"
WAT
ER LINE
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
1
0
+
0
0
11+00
1 2+0048" RCP
24" RCP
3
6
"
R
C
P
24
"R C
P
12" WATER
EXIST
0
+
0
0
1
+
0
0
2+00
3+00
4+00
5+00
6+00
7
+
0 0
8+00 9+00 10+00 11+00 12+00 13+00 14+00
4
9
0
4
9
1
4
9
1
4
9
1
4
9
2
4
9
2
4
9
2
4
9
2
4
9
3
494 494495
495496
496
496
497
497
498
498
498
498
499
499
499
499
500
5
0
0
500
501
50
1
502
502
503
503
504
5
0
5
5
0
6
507
5
1
0
511
51 2
51 3
51
4
514
51
5
5
1
5
51
5
51
6
516
51 6
51751
7
517
51
8
518518
518
51 8
51
9
519
519
51
9
51 9
520
520
52
0
52
0
52
0
52
1
52
1
52
1
521
5
1
6
5
1
7
5
1
8
5
1
9
5
1
4
5
1
3
5
1
2
5
1
1
5
0
9
5
0
8
5
0
7
5
0
4
5
0
3
502
501
EASEMENT1 5' DRAINAGE
EASEMENT1 5' SA NITARY SEWER
EASEMENT
15' DRAINAGE
N
1007550250
SCALE: 1"=50'
C3.02
DRAINAGE PLAN
STORM
S.H. 121 (FRONTAGE ROA D)
F
R
E
E
P
O
R
T
P
K
W
Y
.
FL 18"= 494.60
FL 24"= 494.35
INSTALL 24"x18" 45° WYE
STA 0+00.0 LAT A-3
STA 0+23.3 LINE A-7=
FL 18"= 510.69
INSTALL 18"x18" 45° WYE
STA 0+00.0 LAT A-6
STA 4+20.8 LINE A-7=
FL 36"= 513.45
FL 36"= 513.40 (PER PLAN)
DROP INLET
CONNECT TO EXISTING
STA 0+00 LINE C-1
FL 18"= 493.23
INSTALL 1-18" 60° BEND
STA 4+48.8 LINE A
FL 18"= 510.82
INSTALL 1-18" 45° BEND
STA 4+28.4 LINE A-7
6- 58' LONG 6" PVC CONDUITS
PROPOSED ROADWAY
UTILITIES CENTERED UNDER
INSTALL CONDUITS FOR FUTURE
6- 58' LONG 6" PVC CONDUITS
PROPOSED ROADWAY
UTILITIES CENTERED UNDER
INSTALL CONDUITS FOR FUTURE
N.T.S.
SLOPED HEADWALL
N.T.S.
SECTION A-A
N.T.S.
PLAN VIEW
8
"
8"
P
I P
E
O
.
D .
+
6
'
-
0
"
6
" M I N O
.D .
D
6
"
3
"
8"
1 '
-
6
"
4
1
A A
0.50%
#3 BARS @ 12" O.C.E.W.
#3 BARS @ 12" O.C.E.W.
NOTE: ALL CONCRETE SHALL BE 4000 P.S.I.
NATURAL GROUND
LIMITS OF CONCRETE FLUME
SAWED JOINT
BOTTOM OF FOOTING
RIM=519.08
WITH TYPE "C", 2- GRATE INLET
CURB INLET AND REPLACE
REMOVE EXISTING TXDOT
STA 0+00 LINE Q18
STA 0+00 LINE Q15
STA 1+59 LINE Q1=
FL=512.11
TC=519.40
INLET TYPE I, (MOD), 1 EXT
INSTALL 10 TXDOT CURB
STA 0+39.4 LINE Q15
E=2422385.1795
N=7042787.8026
FL 18"= 511.17
TC= 515.67
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 0+25.5 LAT A-6
E=2422708.3971
N=7042939.7205
FL 18"= 499.87
TC= 504.37
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 0+25.5 LAT A-3
E=2422996.4594
N=7043254.9289
FL 18"= 493.30
TC=497.80
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 4+69.5 LINE A
E=2422385.1795
N=7042751.8028
FL 18"= 511.17
TC= 515.67
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 4+49.2 LINE A-7
CAUTION!!!
EXISTING UTILITIES IN THE AREA.
THE CONTRACTOR SHALL VERIFY
THE EXACT LOCATION PRIOR TO
BEGINNING CONSTRUCTION.
CONTACT AFFECTED UTILITIES
AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION IN THIS AREA.
(1-800-DIG-TESS)
E=2422608.0738
N=7042852.0468
FL 24"= 506.18
THROAT= 510.18
STANDARD DETAILS 6040
INLET PER CITY OF COPPELL
CONSTRUCT STD 4' DROP
STA 0+36.5 LAT A-5
E=2422361.6419
N=7042553.3073
FL 36"= 513.56
THROAT= 517.06
(MOD TO 3.5' DEEP)
STANDARD DETAILS 6040
INLET PER CITY OF COPPELL
CONSTRUCT STD 4' DROP
STA 0+22.2 LINE C-1
FILTER FABRIC
18" THICK ON NON-WOVEN
ROCK RIP RAP A MINIMUM OF
INSTALL 6 CY OF 8"-12" TYPE B
10'
FL 18"= 493.21
INSTALL 18"x18" 45° WYE
STA 0+00.0 LAT A-2
STA 4+41.2 LINE A=
FL 24"= 504.18
INSTALL 24"x24" 60° WYE
STA 0+00.0 LAT A-5
STA 1+59.6 LINE A-7=
FL 18"= 495.36
FL 24"= 495.11
INSTALL 24"x18" 60° WYE
STA 0+00.0 LAT A-4
STA 0+30.8 LINE A-7=
SEE SHEET C5.02 FOR DETAIL
DROP INLET
10' AND 50' UPSTREAM OF
INSTALL ROCK CHECK DAMS
FILTER FABRIC.
18" THICK ON NON-WOVEN
ROCK RIP RAP A MINIMUM OF
INSTALL 6 CY OF 8"-12" TYPE B
FL 18"= 505.70
INSTALL 1-18" 60° BEND
STA 0+27.8 LAT A-5
SEE SHEET C5.02 FOR DETAIL
DROP INLET
55' DOWNSTREAM OF
INSTALL ROCK CHECK DAMS
E=2423023.0339
N=7043230.6431
FL 18"= 493.30
TC=497.80
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 0+25.5 LAT A-2
E=2422734.9715
N=7042915.4347
FL 18"= 499.87
TC= 504.37
STANDARD DETAILS 6020
INLET PER CITY OF COPPELL
CONSTRUCT 1-10' CURB
STA 0+20.8 LAT A-4
E=2422804.3162
N=7042909.3150
FL 36"= 491.80
END SECTION
INSTALL 1-36" 4:1 SLOPED
STA 0+00.0 LINE A
FL 18"=504.85
FL 24"=504.35
BEGIN 18"
END 24"
STA 1+63.6 LINE A-7=
E=2422749.4673
N=7042957.9788
FL 18"= 492.03
FL 24"= 492.03
FL 36"= 492.03
RIM=502.63
STANDARD DETAIL 6010
PER CITY OF COPPELL
CONSTRUCT STD 4' DIA MH
STA 0+00.0 LINE A-7
STA 0+73.3 LINE A=
1
2 3
Page: 13
Number: 1 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 2:02:36 PM
A grate inlet in an intersection... this is a problem.
I agree, txdot will have to approve drainage in their ROW. -MG Number: 2 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:16:40 AM
I really prefer to see storm drain as a plan and profile on one sheet... small lateral profiles on separate sheet is ok. Number: 3 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:15:06 AM
Provide drainage easement for offsite (outside ROW)
Sheet Number
Sheet Title
Checked By:
Drawn By:
Project No.:
Issued:
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CAD
REG
AS NOTED
C
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ROBERT E. GOSSETT
NAME
107349
P.E. NO.
DATE
PRELIMINARY
FOR INTERIM REVIEW ONLY
THE SUPERVISION OF:
THEY WERE PREPARED BY, OR UNDER
BIDDING OR CONSTRUCTION PURPOSES.
REGULATORY APPROVAL, PERMIT,
REVIEW AND ARE NOT INTENDED FOR
THESE DOCUMENTS ARE FOR INTERIM
2/15/2016
TBPE FIRM # F-312
SEE SHEET C0.01 FOR
GENERAL NOTES.
FEBRUARY, 2016
SANITARY SEWER LEGEND
SANITARY SEWER LINE
MANHOLEMHMH
WATER LEGEND
8" W
FH
WATER LINE
FIRE HYDRANT
WM
OHE
X
FIB OPT
12"W
18" RCP
PP
EXISTING OVERHEAD ELECTRIC
EXISTING POWER POLE
EXIST LEGEND
570
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EXISTING FENCE
EXISTING WATER LINE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WASTEWATER LINE
EXISTING SANITARY SEWER MH
EXISTING STORM SEWER
EXISTING FIBER OPTIC
FH
TABLE CONTROLSURVEY
POINT NORTHING EASTING ELEVATION DESCRIPTION
307 492.40 SXTP
329 497.75 SXTP
330 522.70 SXTP
331 518.14 FXTP2422127.99
2421634.38
2423808.58
2423608.99
7043020.83
7042577.08
7042472.14
7043932.04
I N
F
R
A
S
T
R
U
C
T
U
R
E
P
A
C
K
A
G
E
H
I G
H
W
A
Y
C
O
M
M
E
R
C
I A
L
S
O
U
T
H
WV40"TREEPP
STMH
SignWood
G
W
G
W
G
W
FH
WV
G
W
WM
W
M
G
W
PP PP
Tree Line
VentWater LineFence PipeElectricalExposed
PP PP PP
STMH
PP G
W G
W
G
W
WMH Electric Line
Overhead
Electric Line
Overhead
G
W
G
W
WV
W
M
G
W
WVWV
STMH PPG
W
G
W
ST
MH
G
W
G
W
PP FCPPP
Water Vault
G
WFCP
ST
MH
STMH
VaultElectric
4' Barbed wire FenceFH
SDMH
4' Barbed wire Fence
ICV's
WV's
Ret. wall12" Stone
FCP8"
Wood
4' Barbed wire Fence
W
M
PP
WV
FH
WV
WV
WV
PP
4' Barbed wire Fence
FCP
PP
ST
MH
STMH
PULL BO
X
COM
M.
F
F
=
4
9
7
.
0
0
1 /2 " C I R F
1/2" CIRF
1
/
2
"
C
I
R
F
0
+
0
0
1
+
0
0
2+00
3+00
4+00
5+00
6+00
7
+
0 0
8+00 9+00 10+00 11+00 12+00 13+00 14+00
F
H
T
FHT
FH
T
FH
T
MH
MH
MH
MH MH
MH
MH
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
NE
W 8"
WAT
ER LINE
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
1
0
+
0
0
11+00
1 2+0048" RCP
24" RCP
3
6
"
R
C
P
24
"R C
P
0
+
0
0
1
+
0
0
2+00
3+00
4+00
5+00
6+00
7
+
0 0
8+00 9+00 10+00 11+00 12+00 13+00 14+00
I
N
S
T
.
N
O
.
2
0
1
4
0
0
1
8
3
3
1
9
A
T
M
O
S
E
N
E
R
G
Y
C
O
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P
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R
A
T
I
O
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P
I
P
E
L
I
N
E
E
A
S
E
M
E
N
T
497
4
9
8
49
8
4 9 9
5 00
500
50
0
5 0 0
501
5 0 1
50
2
50
2
50
3
50
3
5 0 4
5 0 4
5
0
5
5 05
5 05
5 05
5 06
5 0 6
50
7
50
7
5 0 8
5
0
8
50
9
5 0 9
5 1 0
5 1 0
510
51
0
5 11
5 1 1
51
2
51
2
512
5 13
51
3
51
3
5 1 4
5 14
51 4
515
5 1 5
5 1 5
5 15
51
5
5
1
5
5 1 6
51
6
51
7
51
7
518
5 1 8
51
8
5
1
9
5
1
9
5 1 9
5 19
520
52
0
5
2
0
5
2
0
5
2
0
52
0
5
2
0
52
0
5 20
52
0
520
52
0
521
52 1
52
1
5
2
1
5
2
1
5
2
1
52
2
504
505
50
6507508509
51 051
0
51 1512
51351
3
514
5
1
4
5
1
5
515
5
1
5
5
1
6
5
1
6
5
1
7
5
1
7
51
8
518
51 8
518
5
1
8
51
9
5
1
9
51 9
519
519
51
9
520
5 2 0
5
20
5
2
0
5
2
0
5
2
0
520
520
520
5
2
0
52
0
520
5
2
0
520
5
2
0
520
521
5
2
1
521
5
2
1
5
2
1
52
1
5
2
1
5
2
1
5
2
1
52
1
522
5
2
2
5
2
2
S.H. 121 (FRONTAGE ROA D)
F
R
E
E
P
O
R
T
P
K
W
Y
.
N
1007550250
SCALE: 1"=50'
C4.01
WASTEWATER PLAN
WATER &
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' DRAINAGE
EASEMENT
15' DRAINAGE
EASEMENT
15' SANITARY SEWER
1-8" PLUG
21 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-9
STA 7+64.0 LINE W-1=
1-8" PLUG
21 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-8
STA 6+88.4 LINE W-1=
1-8" PLUG
24 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-10
STA 12+38.6 LINE W-1=
1-8" PLUG
38 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-6
STA 5+07.6 LINE W-1=
1-8" PLUG
38 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-4
STA 2+57.5 LINE W-1=
1-8" PLUG
38 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-3
STA 2+07.5 LINE W-1=
INSTALL 8" 22.5° HORIZ. BEND
STA 0+62.2 LINE W-1
INSTALL 8" 22.5° HORIZ. BEND
STA 0+97.7 LINE W-1
INSTALL 8" 22.5° HORIZ. BEND
STA 5+73.5 LINE W-1
INSTALL 8" 22.5° HORIZ. BEND
STA 6+49.1 LINE W-1
INSTALL 8" 11.25° HORIZ. BEND
STA 12+64.6 LINE W-1
1-FH ASSEMBLY
12 LF OF 6" PVC
1-6" GATE VALVE
1-8" GATE VALVE
1-8"x6" TEE
INSTALL:
STA 0+84.8 LINE W-1
1-FH ASSEMBLY
12 LF OF 6" PVC
1-6" GATE VALVE
1-8" GATE VALVE
1-8"x6" TEE
INSTALL:
STA 3+82.9 LINE W-1
1-FH ASSEMBLY
10 LF OF 6" PVC
1-6" GATE VALVE
1-8" GATE VALVE
1-8"x6" TEE
INSTALL:
STA 6+76.9 LINE W-1
1-8" PLUG
41 LF OF 8" STUBOUT
2-8" VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-7
STA 6+83.4 LINE W-1=
1-FH ASSEMBLY
11 LF OF 6" PVC
1-6" GATE VALVE
1-8" GATE VALVE
1-8"x6" TEE
INSTALL:
STA 9+76.5 LINE W-1
LINE WW-1
SEE SHEET C4.02 FOR FL 8"=501.18
1-8" SSCO
1-8" PLUG
INSTALL
END 8" SS AT ROW
STA 0+25.0 LAT WW-2
FL 8"=507.84
1-8" SSCO
1-8" PLUG
INSTALL
END 8" SS AT ROW
STA 0+23.0 LAT WW-4
FL 8"=510.50
1-8" SSCO
1-8" PLUG
INSTALL
END 8" SS AT ROW
STA 0+25.0 LAT WW-5
CAUTION!!!
EXISTING UTILITIES IN THE AREA.
THE CONTRACTOR SHALL VERIFY
THE EXACT LOCATION PRIOR TO
BEGINNING CONSTRUCTION.
CONTACT AFFECTED UTILITIES
AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION IN THIS AREA.
(1-800-DIG-TESS)
FACE OF CURB
10.6' OFFSET FROM
FACE OF CURB
9.8' OFFSET FROM
FACE OF CURB
10.5' OFFSET FROM
FACE OF CURB
10.5' OFFSET FROM
FL 8"= 501.25
1-8" SSCO
1-8" PLUG
INSTALL
END 8" SS AT ROW
STA 0+40.0 LAT WW-3
E=2421970.3146
N=7042830.1751
1-8" GATE VALVE
1-12"x8" TAPPING SLEEVE
INSTALL:
CONNECT TO EXIST 12" W
STA 0+00.0 LINE W-1
E=2423028.8998
N=7043281.6787
1-8" GATE VALVE
1-12"x8" TAPPING SLEEVE
INSTALL:
CONNECT TO EXIST 12" W
STA 12+92.7 LINE W-1
E=2422170.2775
N=7042762.3804
FL 8" (IN) (S)=510.37
FL 8" (OUT) (E)=510.27
RIM=517.53
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 0+00.0 LAT WW-5
STA 8+22.2 LINE WW-2=
E=2422554.8084
N=7042762.2465
FL 8" (IN) (W)=504.26
FL 8" (OUT) (E)=504.16
RIM=513.54
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 4+37.7 LINE WW-2
E=2422619.8211
N=7042804.9975
FL 8" (IN) (S)=501.05
FL 8" (IN) (W)=501.05
FL 8" (IN) (N)=501.05
FL 8" (OUT) (E)=500.95
RIM=511.72
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 0+00.0 LAT WW-3
STA 0+00.0 LAT WW-2
STA 3+60.0 LINE WW-2=
E=2422770.7678
N=7042970.1689
FL 8" (S)=487.42
FL 8" (W)=487.52
FL 8" (N)=487.52
RIM=501.77
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 0+00.0 LAT WW-1
STA 1+36.1 LINE WW-2=
FL 8"=487.72
1-8" SSCO
1-8" PLUG
INSTALL
END 8" SS AT ROW
STA 0+40.0 LAT WW-2
E=2422878.9349
N=7042887.5250
FL 8" (OUT) (E)=485.28
FL 6" (IN) (N)=485.38
FL 8" (IN) (W)=485.38
RIM=492.78
BUILDING CONNECTION
INSTALL 10' STUB OUT FOR FUTURE
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 0+00.0 LAT WW-1C
STA 0+00.0 LINE WW-2=STA 8+75.8 LINE WW-1=
1-8" PLUG
24 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-1
STA 0+27.8 LINE W-1=
1-8" PLUG
39 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-2
STA 0+37.8 LINE W-1=
1-8" PLUG
38 LF OF 8" STUBOUT
2-8" GATE VALVES
1-8"x8" TEE
INSTALL:
STA 0+00.0 LAT W-5
STA 4+57.6 LINE W-1=
E=2422420.3795
N=7042762.3198
FL 8" (IN) (S)=507.72
FL 8" (IN) (W)=507.72
FL 8" (OUT) (E)=507.62
RIM=515.03
PER CITY OF COPPELL DETAIL 5030
INSTALL STD. 4' DIA. SSMH
STA 0+00.0 LAT WW-4
STA 5+72.1 LINE WW-2=
EX 12" WATER LINE
EX 12" WATER LINE
1
2
Page: 17
Number: 1 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:22:13 AM
Cut in a tee and add 12" valve to the North/east Number: 2 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:55:18 AM
Cut in a tee and add 12" valve?
Isn't there already a 8" stub installed with Freeport WL? Should have had a valve on the 12 though... need to be able to isolate without causing
too big of a shut down.
Should be a stub already-MG
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THE SUPERVISION OF:
THEY WERE PREPARED BY, OR UNDER
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REGULATORY APPROVAL, PERMIT,
REVIEW AND ARE NOT INTENDED FOR
THESE DOCUMENTS ARE FOR INTERIM
2/15/2016
TBPE FIRM # F-312
FEBRUARY, 2016
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N
C5.01
1007550250
SCALE: 1"=50'
682
ENTRANCE / EXIT
CONSTRUCTION
GRATE INLET PROTECTION
CURB INLET PROTECTION
FILTER TUBE
SILT FENCE
EXISTING CONTOUR
PROPOSED CONTOUR
ROCK CHECK DAM
INSTALL EROSION CONTROL DEVICESPHASE I
PHASE II
PHASE III
& IRRIGATION
SITE PAVING, LANDSCAPE
FINAL STABILIZATION
LEGEND:
SF
CONSTRUCTION PHASING
EXCAVATION
SITE CLEARING, DEMOLITION, & GRADING
STORM DRAIN CONSTRUCTION
GRADING & SITE UTILITIESPHASE IV
PHASE V
PHASE VI
FT
ENTRANCE/ EXIT.
PROTECTION STABILIZED CONSTRUCTION
REINFORCED SILT FENCES, FILTER TUBE, INLET
INSTALL EROSION CONTROLS:
PHASE I
CHECK DAMS IN CHANNEL.
CONTROLS AS NEEDED. CONSTRUCT ROCK
INLET PROTECTION, ADD ADDITIONAL EROSION
MAINTAIN EXIST. EROSION CONTROLS, INSTALL
PHASE II, III & IV
AS NEEDED FOR CONSTRUCTION ACTIVITIES.
WITH PAVEMENT. ADD ADDITIONAL CONTROLS
INLET PROTECTION TO METHOD COMPATIBLE
MAINTAIN EXIST. EROSION CONTROLS, MODIFY
PHASE V
HAS BEEN ESTABLISHED.
EROSION CONTROLS WHEN 70% MIN. COVER
NATIVE BACKGROUND COVER. REMOVE
ESTABLISH MIN. COVER OF 70% OF THE
COVERED IN THE LANDSCAPE PLAN.
REVEGETATE ALL DISTURBED AREAS NOT
PHASE VI
OTHERWISE NOTED.
3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
(LATEST REVISION).
NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS
PUBLIC WORKS CONSTRUCTION PREPARED BY THE
STANDARDS, AND STANDARD SPECIFICATIONS FOR
STANDARD SPECIFICATIONS AND CONSTRUCTION
ACCORDANCE WITH THE TOWN OF FLOWER MOUND
2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN
AFFECTED UTILITIES 48 HRS PRIOR TO CONSTRUCTION.
CONSTRUCTION. CONTRACTOR SHALL CONTACT ALL
CONSTRUCTION PRIOR TO BEGINNING OF
AND MATERIAL OF ALL UTILITIES AFFECTED BY
THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE,
AND ARE FOR THE CONTRACTORS GUIDANCE ONLY.
1. ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY
GENERAL NOTES:
C6.02.
6. SE E EROSION CONTROL N OTES A N D DE TAILS SHE E T
TPDES PERMIT.
THE EROSION CONTROLS IN ACCORD A NCE WITH THE
IMPLEMENTATION A N D CONTIN UING MAINT EN A NCE OF
PROVISION THAT HE AS OPERATOR IS RESPONSIBL E FOR
SH OWN ON THIS EROSION CONTROL PLA N WITH THE
5. THE CONTRACTOR MAY USE THE EROSION CONTROLS
TCEQ TPDES PERMIT FOR THE REQUIREMENTS.
DISTURBED AT ONE TIME. SEE PART III.F.3.(a). OF THE
TH AT SERVE A N AREA WITH T EN (1 0) OR MORE ACRES
WHERE FEASIBLE FOR COMMON DRAINAGE LOCATIONS
4. THE TCEQ, TPDES PERMIT REQUIRES SEDIMENT BASINS
FOR HIS OPERATION.
REVISE PH ASES SHOWN ABOVE AS APPROPRIATE 9.
CONCRE TE TRUCK WASH OUT LOCATION 8.
FUE LING AREA WITH CONTAINMENT 7.
SA NITARY WASTE FACILITIES 6.
ON-SIT E WASTE AN D TRASH STORA GE 5.
EQUIPMENT STORA GE AREAS 4.
CONCRETE OR ASPHALT BATCH PLA NTS 3.
AREAS DISTURBED/AREAS U NDISTURBED NOT SHOWN. 2.
EQUIPMENT.
OFF-SITE MATERIAL, WAST E, BORROW, FILL OR 1.
INFORMATION AS REQUIRED BY THE PERMIT:
MINIMUM, THE FOLLOWIN G A ND SHALL AD D A DDITIONAL
3. CONTRACTOR SHALL AD D TO THE SIT E MAP AT A
AND CODES.
A ND OTHER APPLICABLE PERMITS, RULES, REGULATIONS
ACTIVITIES U N DER THE TCEQ TPDES PERMIT NO.TXR1 500 00
ALL OF THE PERMIT REQUIREMENTS FOR CONSTRUCTION
SO WITH THE PROVISION TH AT HE AT A MINIMUM ME ETS
CHOOSE TO USE THE INFORMATION HEREIN, HE SHALL DO
POLLUTION PREVENTION PLA N. SHOULD THE CONTRACTOR
SH OULD NOT BE CONSIDERED TO BE A STORM WAT ER
2. THE DRAWIN GS CONTAINED HEREIN ARE NOT, A N D
POL LUTION PREVENTION PLA N.
CONTRACTOR SHAL L PREPARE A STORM WATER
1. PURSUA NT TO THE PROJECT REQUIREMENTS THE
EROSION CONTROL N OT ES:
REQUIRED BY THE PERMIT.
NO. TXR150000, INCLUDING ALL DOCUMENTATION & CERTIFICATIONS AS
HIS OPERATION SPECIFIC INFORMATION PER THE TCEQ TPDES PERMIT
CONTRACTOR MUST PREPARE ALL RELEVANT DOCUMENTS INCLUDING
THIS IS NOT A STORM WATER POLLUTION PREVENTION PLAN. THE
CONTROL PLAN
EROSION
S.H. 12 1 (FRONTA GE ROA D)
F
R
E
E
P
O
R
T
P
K
W
Y
.
ENTRANCE
INSTALL CONSTRUCTION
PHASE I
INSTALL SILT FENCE
PHASE I
INSTALL SILT FENCE
PHASE I
INSTALL SILT FENCE
PHASE I
INSTALL SILT FENCE
PHASE I
INSTALL SILT FENCE
PHASE I
PROTECTION
INSTALL DROP INLET
PHASE III
PROTECTION
INSTALL CURB INLET
PHASE III
PROTECTION
INSTALL CURB INLET
PHASE III
PROTECTION
INSTALL DROP INLET
PHASE III
PROTECTION
INSTALL CURB INLET
PHASE III
PROTECTION
INSTALL DROP INLET
PHASE I
PROTECTION
INSTALL DROP INLET
PHASE III
ENTRANCE
INSTALL CONSTRUCTION
PHASE I
CHECK DAM
INSTALL ROCK
PHASE III
CAUTION!!!
EXISTING UTILITIES IN THE AREA.
THE CONTRACTOR SHALL VERIFY
THE EXACT LOCATION PRIOR TO
BEGINNING CONSTRUCTION.
CONTACT AFFECTED UTILITIES
AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION IN THIS AREA.
(1-800-DIG-TESS)
CHECK DAM
INSTALL ROCK
PHASE III
1
Page: 20
Number: 1 Author: gmarshall Subject: Sticky Note Date: 3/18/2016 11:29:06 AM
TxDOT approval?