Preliminary Engineering(15 DOORS)
DOCK
LOADING
RAMP UP
OFFICE
2-STORY
ROOM
PUMP
TRANSFORMER
FFE=525.85
WAREHOUSE
STORM DRAINAGE LEGEND
24" RCP
TOP OF GRATE
MANHOLE
CURB INLET
GRATE INLET
STORM DRAIN LINE
TG
NATERRA INTERNATIONAL INC.
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
&
JOEL WILSON SURVEY, ABSTRACT NO. 1555
11.72 ACRE TRACT
& LOT 3, BLOCK A
LOT 1R, BLOCK A
OF A
FOR
BY
SITUATED IN THE
R
ARCHITECT
EMAIL: alafon@halff.com
TBPE FIRM # F-312
FAX: 214-739-0095
TEL: 214-346-6200
CONTACT: ALAN LAFON
RICHARDSON, TX. 75081
1201 N. BOWSER RD.
HALFF ASSOCIATES, INC.
OWNER
EMAIL: RNovak@beautymanufacture.com
TEL: 817-851-4723
CONTACT: RALPH NOVAK
COPPELL, TX. 75081
1250 SOUTH FREEPORT PARKWAY
SFPLP HOLDINGS MANAGEMENT LLC
2/17/20173:25:24 PMah3193HALFFI:\31000s\31760\CADD\Sheets\EX-100-G&SDP-31760.dgnSheetWM
EX. 10" WW
570
OHE
X
FIB OPT
12"W
18" RCP
PP
LEGEND FHT
12" W
6" WW
18" RCP
FDC
709 FHT
FLOW DIRECTION
INTERIOR DRAIN AREA DIVIDE
EXTERIOR DRAIN DIVIDE
FIRE DEPARTMENT CONNECTION
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSED WASTEWATER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER LINE
PROPOSED CONTOUR
EXISTING POWER POLE
EXISTING OVERHEAD ELECTRIC
EXISTING FIBER OPTIC
EXISTING STORM SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING WASTEWATER LINE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER LINE
EXISTING FENCE
EXISTING CONTOUR
EASEMENT LINE
LOT LINE
PROPERTY LINE
TBPE FIRM # F-312
1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346-6200
B. DAVID LITTLETON
NAME
62128
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
02/06/2017
TBPE FIRM # F-312
AVO: 31760 SCALE: AS SHOWN FEBRUARY 6,2017
SSMH
SSMH
STMH
STMHLP
TS
TS
TS
TS
TPED
TSTS
ICVICV
CHKA101
522.55
STMH
Vault
Comm.
Vault
Comm.
guard rail
TrafficEEEE
conc. pad
Trans. on
TOP=511.24
HEADWALL
CHKB100
SSMH
SSMH SSMH SSMH
FLOODWAY
FLOODWAY1 PCT ANNUAL CHANCE FLOOD HAZARDFLOODWAY
FLOODWAY
O.P.R.D.C.T.
Vol. 82137, pG. 0690
10' Utility Easement
(Vol. 71159, Pg. 743)
T.P. & L. EasementINTERSTATE HIGHWA
Y 63
5
(LY
N
D
O
N
B. JO
H
N
SO
N FREEWA
Y)(V
ARIABLE WIDTH RIG
HT-OF-WA
Y)V
OL. 75
0
7
3
, PG. 00
0
7
O.P.R.D.C.T. 7'
GRAPEVINE CREEK
(NOT TO BE DEDICATED TO THE CITY OF COPPELL)
ABSTRACT NO. 1439S. A. & M. G. R. R. CO. SURVEY,
ABSTRACT NO. 1555JOEL WILSON SURVEY,
(FORMERLY KNOWN AS COTTON ROAD)
(57.50' R.O.W.)
(8
0' RIG
H
T-OF-WA
Y)
V
O
L. 82137, P
G. 0
69
0
O.P.R.D.C.T.
ABSTRACT NO. 1296JAMES A. SIMMONS SURVEY,
WATER LINE EASEMENT
(To be
Abandoned)
O.P.R.
D.C.T.
Vol. 9
8
25
2, p
G. 0
6
8
2
4
2
0'
Drainage
Ease
ment
ABANDONED LOT LINE TO BEEXISTINGLOT LINE
PROPOSED
EASEMENT
10' SANI. SEWER
EASEMENT
10' DRAINAGE
1 PCT ANNUAL CHANCE FLOOD HAZARD O.P.R.D.C.T.
Vol. 98043, pG. 00001
Trail Easement
20' Hike and Bike
FRITZ DRIVE
FRE
E
P
O
RT P
A
R
K
WA
Y
O.P.R.D.C.T.Vol.
98043,
Pg.
1Fl
ood Easement
EASEMENT
WATER LINE
20' DRAINAGE EASEMENT
TRAIL EASEMENT
HIKE AND BIKE
10' UTILITY EASEMENT
SIDEWALK EASEMENTSIDEWALK EASEMENT
24' FIRE LANE EASEMENT
EASEMENT
24' FIRE LANE
FH
FH
FH
FH
RCP RCPRCP RCP
DUAL 78" RCP
FH FDC
DOM SERVICE
503
504
5
0
5
5
0
6
508
510
512
515 521521521521521 522522522
522
522522
522
522
522523523
523 523
52
3
523524
52
4
524524524
5
2
4524524524525 525 525
525
525
525
525 525525
515
1' wide retaining wallDam
Rip Rap
marsh area
Rip Rap
RapStone Rip
~
Pipe
12" R.C.P.Pipe
18" R.C.P.Pipe
18" R.C.P.
Pipe
12" R.C.P.
(TYP.)
24-2'X2' Baffles
2-60" R.C.Pipes
retaining wall
1' wide
ICV
ICV ICV
ICV
ICV
ICV
ICV
EXIST. CO
NCRETE CHAN
NEL LININ
G
G
ASGAS
GASGASGAS
SDMH
Inlet
10' Rec.
Headwall
TRIS
LP
FH
SDMH
Headwall
TRIS
LP
sign
Cable
Tele.
EXIST. CO
NCRETE CHAN
NEL LININ
G
24" RCP18" RCP2
X 6
0" R
CP
2 X 60" RCPInlet
10' Rec.Inlet
10' Rec.502503
504
504 504505505505
505 505505506506506
506
506 506507
507
507
507508
508
508
509
509
509
510
510
510
510
510
510
510
511
511
511
511512
512
512
512513
513
513
513514
514
514
514515
515
515
515
515
515
515
516
516
516
516
516517
517
517
517
517518518
518
518
518519
519
519
519519520
520520520
520
520
520
520
5205205205
2
1
521
521521521
521
521 52152
1
521
521522
522
522
522522522522522522 522523
523 523523523523523523
524524524
524
524524524524524524
524525525525525525525525525525
525525525
525
525 525526526526526526
526 527527527527527
527528528528
528
528
528 529529529529 529529
530530 530530530530530
530531531532533498
0
502
0
502
0
502
0
502
0
502
0
502
0
502
0502
0
502
0 502
0
502
0
502
0
502
0
506
0
506
0
506
0
518
0
518
0
518
0
518
0
518
0
518
0
522
0
522
0
524
0
806040200
SCALE: 1"=40'
N
GRADING LEGEND
529.00
SWALE
RIDGE
G
TG
TC
CONTOUR
SPOT ELEVATION
TOP OF CURB
TOP OF GRATE
GUTTER
SWALE
RIDGE
PROPOSED MH
C1.00
STORM DRAINAGE PLAN
GRADING &
BEGIN RETAINING WALL
STA 0+00 WALL-B
END RETAINING WALL
STA 1+50 WALL-A
BEGIN RETAINING WALL
STA 0+00 WALL-A
531
APPROX. 12' TALL
STA 2+05 WALL-B
APPROX. 13' TALL
STA 3+50 WALL-B
APPROX. 11' TALL
STA 5+50 WALL-B
APPROX. 2' TALL
STA 7+75 WALL-B
END RETAINING WALL
STA 8+36 WALL-B
FFE=525.85
G=521.41
TC=521.91
TO BE REMOVED
2-60" RCPEXISTING
(1120 LF TOTAL)
DUAL 78" RCP
560 LF OF NEW
INSTALL APPROX.
HEADWALL
NEW CONCRETE
HEADWALL
NEW CONCRETE
ELEV.=524.09
GRATE INLET
ELEV.=523.00
GRATE INLETG=522.09
TC=522.59
5' CURB INLET
ELEV.=520.40
GRATE INLET
ELEV.=520.40
GRATE INLET
ELEV.=520.40
GRATE INLET
G=523.77
TC=524.27
10' CURB INLET
ELEV.=524.40
GRATE INLET
ELEV.=524.40
GRATE INLET
APPROX. 9' TALL
STA 0+57.5 WALL-B
ELEV=521.85
ELEV=521.85
ELEV=521.85
2-60" RCP
CONNECT TO EXISTING
2-60" RCP
CONNECT TO EXISTING
WALL
0-1.5' TALL
WITH RECESSED CURB INLET
CONSTRUCT NEW LATERAL
TOP WITH NEW GRATE
CURB INLET REPLACE
REMOVE EXISTING
ALIGNMENT
FUTURE FREEPORT
RISER
78" RCP WITH MH
2-60" RCP WITH NEW
CONNECT TO EXISTING
WITH MH RISERS
INSTALL STD. 60° BENDS
4' DIA MH
WATER LEGEND
FIRE DEPARTMENT CONNECTION
WATER METER
FIRE HYDRANT
WATER LINE
FDC
FH
SANITARY SEWER LEGEND
MANHOLE
SANITARY SEWER LINE
MH
NATERRA INTERNATIONAL INC.
CITY OF COPPELL, DALLAS COUNTY, TEXAS
JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296
&
JOEL WILSON SURVEY, ABSTRACT NO. 1555
11.72 ACRE TRACT
& LOT 3, BLOCK A
LOT 1R, BLOCK A
OF A
FOR
BY
SITUATED IN THE
R
ARCHITECT
EMAIL: alafon@halff.com
TBPE FIRM # F-312
FAX: 214-739-0095
TEL: 214-346-6200
CONTACT: ALAN LAFON
RICHARDSON, TX. 75081
1201 N. BOWSER RD.
HALFF ASSOCIATES, INC.
OWNER
EMAIL: RNovak@beautymanufacture.com
TEL: 817-851-4723
CONTACT: RALPH NOVAK
COPPELL, TX. 75081
1250 SOUTH FREEPORT PARKWAY
SFPLP HOLDINGS MANAGEMENT LLC
2/17/20173:25:24 PMah3193HALFFI:\31000s\31760\CADD\Sheets\EX-200-P&WP-31760.dgnSheetWM
EX. 10" WW
570
OHE
X
FIB OPT
12"W
18" RCP
PP
LEGEND FHT
12" W
6" WW
18" RCP
FDC
709 FHT
FLOW DIRECTION
INTERIOR DRAIN AREA DIVIDE
EXTERIOR DRAIN DIVIDE
FIRE DEPARTMENT CONNECTION
PROPOSED STORM SEWER
PROPOSED SANITARY SEWER MANHOLE
PROPOSED WASTEWATER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER LINE
PROPOSED CONTOUR
EXISTING POWER POLE
EXISTING OVERHEAD ELECTRIC
EXISTING FIBER OPTIC
EXISTING STORM SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING WASTEWATER LINE
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER LINE
EXISTING FENCE
EXISTING CONTOUR
EASEMENT LINE
LOT LINE
PROPERTY LINE
TBPE FIRM # F-312
1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346-6200
B. DAVID LITTLETON
NAME
62128
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
02/06/2017
TBPE FIRM # F-312
AVO: 31760 SCALE: AS SHOWN FEBRUARY 6,2017
SSMH
SSMH
STMH
STMHLP
TS
TS
TS
TS
TPED
TSTS
ICVICV
CHKA101
522.55
STMH
Vault
Comm.
Vault
Comm.
guard rail
TrafficEEEE
conc. pad
Trans. on
TOP=511.24
HEADWALL
CHKB100
SSMH
SSMH SSMH SSMH
FLOODWAY
FLOODWAY1 PCT ANNUAL CHANCE FLOOD HAZARDFLOODWAY
FLOODWAY
O.P.R.D.C.T.
Vol. 82137, pG. 0690
10' Utility Easement
(Vol. 71159, Pg. 743)
T.P. & L. EasementINTERSTATE HIGHWA
Y 635(LY
N
D
O
N
B. JO
H
N
SO
N FREEWA
Y)(V
ARIABLE WIDTH RIG
HT-OF-WA
Y)V
OL. 75
0
7
3
, PG. 00
0
7
O.P.R.D.C.T. 7'
GRAPEVINE CREEK
(NOT TO BE DEDICATED TO THE CITY OF COPPELL)
ABSTRACT NO. 1439S. A. & M. G. R. R. CO. SURVEY,
ABSTRACT NO. 1555JOEL WILSON SURVEY,
O.P.R.D.C.T.
VOL. 99172, PG. 16
IAAM HEADQUARTERS
(FORMERLY KNOWN AS COTTON ROAD)
(57.50' R.O.W.)
(8
0' RIG
HT-OF-WA
Y)
V
O
L. 8
2
1
3
7, P
G. 06
90
O.P.R.D.C.T.
ABSTRACT NO. 1296JAMES A. SIMMONS SURVEY,
WATER LINE EASEMENT
(To be
Aban
d
o
n
ed)
O.P.R.
D.C.T.
Vol. 9
8
2
5
2
, p
G. 0
6
8
2
4
2
0'
Drainage
Ease
ment
ABANDONED LOT LINE TO BEEXISTINGLOT LINE
PROPOSED
EASEMENT
10' SANI. SEWER
EASEMENT
10' DRAINAGE
1 PCT ANNUAL CHANCE FLOOD HAZARD O.P.R.D.C.T.
Vol. 98043, pG. 00001
Trail Easement
20' Hike and Bike
FRITZ DRIVE
FRE
E
P
O
RT P
A
R
K
WA
Y
O.P.R.D.C.T.Vol.
98043,
Pg.
1Fl
ood Eas
ement
EASEMENT
WATER LINE
20' DRAINAGE EASEMENT
TRAIL EASEMENT
HIKE AND BIKE
10' UTILITY EASEMENT
SIDEWALK EASEMENTSIDEWALK EASEMENT
24' FIRE LANE EASEMENT
EASEMENT
24' FIRE LANE
(15 DOORS)
DOCK
LOADING
RAMP UP
OFFICE
2-STORY
ROOM
PUMP
TRANSFORMER
FFE=525.85
WAREHOUSE
FH
FH
FH
FH
RCP RCPRCP RCP
DUAL 78" RCP
FH FDC
DOM SERVICE
ELEC. SERVICEELEC. SERVICE
1' wide retaining wallDam
Rip Rap
marsh area
Rip Rap
RapStone Rip
~
Pipe
12" R.C.P.Pipe
18" R.C.P.Pipe
18" R.C.P.
Pipe
12" R.C.P.
(TYP.)
24-2'X2' Baffles
2-60" R.C.Pipes
retaining wall
1' wide
ICV
ICV ICV
ICV
ICV
ICV
ICV
EXIST. CO
NCRETE CHA
NNEL LININ
G
G
A
SGASGASGASGAS
SDMH
Inlet
10' Rec.
Headwall
TRIS
LP
FH
SDMH
Headwall
TRIS
LP
sign
Cable
Tele.
EXIST. CO
NCRETE CHA
NNEL LININ
G
24" RCP18" RCP2
X 60" R
C
P
2 X 60" RCPInlet
10' Rec.Inlet
10' Rec.
DETAILS
OF COPPELL STD. CONST.
ASSEMBLY & VALVE PER CITY
1-DOUBLE DETECTOR CHECK
INSTALL:
DETAILS
OF COPPELL STD. CONST.
ASSEMBLY & VALVE PER CITY
1-DOUBLE DETECTOR CHECK
INSTALL:
IRR METER
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
WW CLEANOUT
WW CLEANOUT
WW CLEANOUT
806040200
SCALE: 1"=40'
N
PAVING LEGEND
& 8" OF RECOMPACTED SUBGRADE
WITH #3 BARS ON 18" O.C.E.W.
5" THICK 4,000 PSI CONCRETE
& 8" OF LIME TREATED SUBGRADE
WITH #3 BARS ON 18" O.C.E.W.
7" THICK 4,000 PSI CONCRETE
BY OTHERS)
(TO BE DESIGNED
RETAINING WALL
BY OTHERS)
(TO BE DESIGNED
RETAINING WALL
TAPPING SLEEVE
12" W LINE WITH 12"x8"
CONNECT TO EXIST
STA 0+00 LINE W-1
FIRE HYDRANT
C2.00
WASTEWATER PLAN
PAVING & WATER/
SERVICE CONDUIT
PROP. ELECTRIC
SERVICE
8" FIRE
5' SIDEWALK
IRR METER
FL 8" = 523.34
INSTALL 2 WAY CLEANOUT
END 8" SS LINE
STA 3+14.0 LINE WW-1
BY OTHER THAN OPEN CUT
INSTALL 8" WATER LINE
OPEN CUT
BY OTHER THAN
INSTALL DOM LINE
REMOTE FDC
EX. TRANSMISSION TOWER BY OTHER THAN OPEN CUT
INSTALL 8" WATER LINE
SUBGRADE
STABLIZED
WITH 8" LIME
7" PAVEMENT
SUBGRADE
W 8" RECOMPACTED
5" PAVEMENT
SUBGRADE
W 8" RECOMPACTED
5" PAVEMENT
3' FLUME TO CURB INLET
SUBGRADE
W 8" RECOMPACTED
5" PAVEMENT
TAPPING SLEEVE
12" W LINE WITH 12"x8"
CONNECT TO EXISTING
STA 14+25 LINE W-1
ALIGNMENT
FUTURE FREEPORT
FL 8" = 519.90
WWMH
CONNECT TO EXISTING
STA 0+00 LINE WW-1