Cotton Belt-PN230410 (2)7/16/21EDC_RFR-0020_08132021
WVWVTS WMWMSWMLP
LP
LP
P
P
P
PWMP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
LP
CROSSINGRAILR
OADR15-1
CROSSINGRAILR
OADR15-1
CROSSINGRAILR
OADR15-1
P
P
S
S
S
S
TPTP TPWVTPTP
TP
TPTPTPWVTPWV TP WVTPTP
TP
P
BXF
HP
BXP
BXAHCW
AHCW
S
IG
W
W
1280+00
1282+00
1284+00 1286+00
128
8+00
1290
+00
TS 1281+35.91SC 1282+35.91CS 1287+38.96ST 1288+38.96MOORE RDPROPOSED ROW
EXISTING ROW
C/L CB-1 SB
C/L CB-1 NB
EXISTING ROW
CB1-4-204
CB1-4-108 30'TC20' 50'MAINLINE TO REMAIN
EXISTING COTTON BELT
HOUSE
SIGNAL
PROPOSED
STA 1288+21.00
PROPOSED IJ
FENCE (TYP)
SEE DRAWING CC1-5948
AT-GRADE CROSSING
SEE DRAWING CC1-5949
AT-GRADE CROSSING
CC1-5950
SEE DRAWING
AT-GRADE CROSSING
E
BELT
L
INE
RD
(WB
)E
BELT
L
INE
RD
(EB
)SEE DRAWING CC6-1821
DRAIN PIPE
PROPOSED STORM SEE DRAWING CC6-1822
PROPOSED STORM DRAIN PIPE
SEE DRAWING CC6-1822
PROPOSED UNDERDRAIN
SEE DRAWING CC6-1821
PROPOSED STORM DRAIN PIPE
FENCE (TYP)
FENCE (TYP)
PROPOSED SIGNALS
SIGNAL HOUSE
PROPOSED
SIGNALS
PROPOSED
OF GRADING
APPROXIMATE LIMIT
GRADING
LIMIT OF
APPROXIMATE
OF GRADING
APPROXIMATE LIMIT
PROPOSED SIGNALS
ACCESS TO GAS PAD
RESTORE ALL-WEATHER
CB1-4-108
Ls=
Ea=
V=
Eu=
Lc=
Rc=
Dc=3°30'00"
35 MPH
100.00'
1637.28'
503.05'
1.50"
1.50"
TRACK DRAINAGE DESIGN.
4. SEE DRAINAGE PLAN AND PROFILE SHEETS FOR
LOCATIONS.
3. SEE SURVEY CONTROL SHEETS FOR BENCHMARK
MODIFICATIONS.
2. SEE UTILITY MODIFICATION PLANS FOR UTILITY
RIGHT-OF-WAY REQUIREMENTS.
1. SEE RIGHT-OF-WAY PLANS FOR EASEMENT AND
NOTES:
LEGEND:
2:1 SLOPE PROTECTION
PROPOSED ROADWORK
RIPRAP
CONCRETE
GROUND LINE
EXISTING
PROPOSED CB-1 NB
TOP OF RAIL
À MOORE RD
EB
À E BELT LINE RD
WB
À E BELT LINE RD
(SIZE, DEPTH UNKNOWN)
EXISTING ELECTRIC
(SIZE, DEPTH UNKNOWN)
EXISTING FIBER
(SIZE, DEPTH UNKNOWN)
EXISTING TELE
(SIZE, DEPTH UNKNOWN)
EXISTING FIBER
(SIZE, DEPTH UNKNOWN)
EXISTING PIPELINE
(DEPTH UNKNOWN)
EXISTING 16" PIPELINE
(SIZE, DEPTH UNKNOWN)
EXISTING PIPELINE
(SIZE, DEPTH UNKNOWN)
EXISTING WATER
(SIZE, DEPTH UNKNOWN)
EXISTING TELE
(SIZE, DEPTH UNKNOWN)
EXISTING FIBER
EXISTING 24" RCCP WATER
(SIZE, DEPTH UNKNOWN)
EXISTING 12" DIP WATER
RAIL
HEAD HARDENED
8.5' CONCRETE TIES @ 24" O.C.
136 LB RAIL
+27.91+19.78@ 19.5" O.C.
TRANSITION TIES
5 - 10' TIMBER +43.47+35.34@ 19.5" O.C.
TRANSITION TIES
5 - 10' TIMBER +53.27+45.14+54.03+45.90@ 19.5" O.C.
TRANSITION TIES
5 - 10' TIMBER
@ 19.5" O.C.
TRANSITION TIES
5 - 10' TIMBER
8.5' CONCRETE TIES @ 24" O.C.
136 LB RAIL
@ 19.5" O.C.
10' TIMBER TIES
136 LB RAIL
@ 19.5" O.C.
10' TIMBER TIES
136 LB RAIL
PROPOSED RCP CULVERT
PROPOSED RCP CULVERT
+35.91 +38.96
PVC 1289+98.43EL 473.58PROPOSED T/REXISTING GROUND482.50480.30478.11476.15474.91474.40474.19473.99473.78473.58481.02479.74476.38474.66473.31463.08469.05470.47473.26470.45484.69484.98REV AMEND CR DATE DESCRIPTION APPCHKENGBY
CONTRACT DWG No.REV
SCALE
DRAWN
DESIGNED
CHECKED
IN CHARGE
DATE
CONTRACT SHEET No.DWG No.OF
CB01-CC1-5762.040
C-2033270-0123-JUN-2021 14:43BalderEPlan 12CB01-CC1-5762.040COTTON BELT REGIONAL RAIL
c DART, all rights reserved, 1987-2020
F-2966 FIRM REGISTRATION No.
Phone: +1 (214) 638-0145
DALLAS, TX 75201-3136
1999 BRYAN ST, SUITE 1200
ALON
GI
EN
OFPR
SI
E
S
FETOT
STA
ERNEXES
A
ESN
DIL
EC140153
JAIME E. SHAPIRO
AS SHOWN IN THE CLOUDED AREA(S)
THE DESIGN INDICATED FOR REVISION No.
TO CHANGE(S) AND/OR MODIFICATION(S) TO
P.E. No. 140153 SHOWN HEREON APPLIES ONLY
THE SEAL OF JAIME E. SHAPIRO
REQUIREMENTS.
ITS OBLIGATION TO COMPLY WITH ALL CONTRACT
RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF
THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM
NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF
THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES
ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF
DART DESIGN REVIEW MANAGER DATE
RELEASED FOR CONSTRUCTIONSEE DWG NO. CC1-5763MATCH LINE CB-1 NB STA 1290+00MATCH LINE CB-1 NB STA 1280+00SEE DWG NO. CC1-5761 16 SEP 20
J. SHAPIRO
G. PAULSEN
M. HAYNES
NORTHBOUND TRACK
GUIDEWAY PLAN AND PROFILE
STA 1280+00 TO STA 1290+00
56 330
1
AS NOTEDCC1-5762LINE SECTION CB-1
CC1-5762
E. TRAHAN
VERT
SCALE (IN FEET)
SCALE (IN FEET)
HORIZ
0
0
20
5 20
8040
10 15
DATE: 09/14/20
P.E. NO.: 128106
REV 0: SEALED BY: ERIN E. TRAHAN
FOR THE FOLLOWING REVISION(S)
ORIGINAL SEAL(S) RESIDE IN DART
1 38 ALL WEATHER ACCESS ROAD NOTE (SEE RFR 38 FOR DETAILS)JS JS AC JS07/07/21
1
1
1
R = 0.74
-0.21%
-2.19%
G1= -2.19%
G2= -0.21%PVC 1283+20.73EL 477.66PVT 1285+90.73EL 474.42PVI 1284+55.73EL 474.70Vp = 60 MPH
LVC= 270'
440 440
450 450
460 460
470 470
480 480
490 490
500 500
510 510
1281+00 1282+00 1283+00 1284+00 1285+00 1286+00 1287+00 1288+00 1289+00 1290+00 1280+00
6/23/2021 EDC_RFR-0017_080421
7/16/21EDC_RFR-0020_08132021
c
REV AMEND CR DATE DESCRIPTION APPCHKENGBY
CONTRACT DWG No.REV
SCALE
DRAWN
DESIGNED
CHECKED
IN CHARGE
DATE
CONTRACT SHEET No.DWG No.7/10/2020\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 14 - Wishbone to DNT\CB01WB-UC6-1458.0207:17:47 PManasir7/10/2020
C-2033270-01
COTTON BELT REGIONAL RAIL SYSTEM
DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329
Phone: +1 (972) 247 1516
DALLAS, TX 75234
2727 LBJ FREEWAY, SUITE 525TOP OF CONDUITEXIST GRADEREQUIREMENTS.
ITS OBLIGATION TO COMPLY WITH ALL CONTRACT
RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF
THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM
NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF
THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES
ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF
DART DESIGN REVIEW MANAGER DATE
RELEASED FOR CONSTRUCTION
ALON
GIEN
OFP
R
SI
E
S
FETOTSTA
ERNEXES
A
ESN
DIL
EC
7/10/2020
100384
JOSE A. OROZCO
1288+00 1289+00 1290+00 1291+00 1292+00441 +/-457 +/-449 +/-458 +/-457 +/-465 +/-471 +/-471 +/-463 +/-461 +/-469 +/-FH1288+00 1290+00
1288+00 1290+0012+000+001+00TPWMW
VW
MPPPPPPTPW
MTPW
VTPPPPPPPPPPPPPWVSSTPW
VSAHCW
SIG
W
1288+00 1289+00 1290+00 1291+00 1292+00
3+004+00UC6-1458SEE DWG No. UC6-1459MATCH LINE STA 1292+00SEE DWG No. UC6-1459MATCH LINE STA 1292+00MATCH LINE STA 1288+00SEE DWG No. UC6-1457MATCH LINE STA 1288+00SEE DWG No. UC6-1457
0
PLAN AND PROFILE
STA 1288+00 TO STA 1292+00
R. HODO
SEI
J. OROZCOUC6-14581"=20'
068
D. JOHNSON
SEGMENT CB-1
DART RR
EXIST ROW
EXIST ROW
450
445
440
435
470
465
460
455
450
435
470
465
460
455
445
440
EL 460 +/-
VPI STA 1290+30 +/-
PROPOSED 4-1.50" QWEST CONDUITS
PROPOSED 3-1.25" SPRINT CONDUITS
ABANDON EXIST SPRINT 4" SCHED 80 PVC
QWEST 2" ORANGE HDPE.
QWEST 2" BLACK HDPE WITH FIBER AND
ABANDON QWEST EXIST 6" COATED BSP WITH
PROPOSED 4-1.50" QWEST CONDUITS
PROPOSED 3-1.25" SPRINT CONDUITS
S1-2
EXIST GRADE
VERT
SCALE (IN FEET)
SCALE (IN FEET)
HORIZ
0
0 105
20 4010
2.5 7.5
S1-6
END CASING
STA 1290+08.83
BEGIN TRENCH S1-2
END CASING S1-6
STA 1290+08.83
IN AREA.
ATMOS GAS LINE
CAUTION !!!
IN AREA.
WATER LINE
CAUTION !!!
LINE IN AREA.
TELECOMMUNICATIONS
UNDERGROUND
CAUTION !!!
IN AREA.
EXPLORER PIPELINE
CAUTION !!!
INSTALL UTILITY MARKER (TYP)
CONSTRUCTION DETAILS.
1. SEE CITY OF COPPELL STANDARD
NOTES:
PROPOSED 4-1.50" QWEST CONDUITS
PROPOSED 3-1.25" SPRINT CONDUITS
10" HDPE SDR11 CASING PIPE WITH
PLACE 191 LF
THAN OPEN CUT
209 LF BY OTHER
EXIST FOC2-5
EXIST FOC3-5
FOC3-5 TELECOM RELOCATION
PROPOSED CENTERLINE FOC2-5,
TELECOMMUNICATIONS FOC2-5, FOC3-545'5'20'10'À CB-1 NB
À CB-1 SB
EXIST FRONTIER
POSSIBLY ABANDONED EL 468 +/-EXIST 3" CENTURYLINK FIBERSTA 1289+98 +/-EL 468 +/-EXIST 3" SPECTRUM FIBERSTA 1290+00 +/-EL 468 +/- (SUE)EXIST 3" LEVEL 3 FIBERSTA 1290+01 +/-FL 460 +/-EXIST 12" COPPELL WATERSTA 1290+06 +/-EL 466 +/- (SUE)EXIST 12" ATMOS GASSTA 1288+75 +/-MOORE ROADMOORE ROADPROPOSED 4-1.50" QWEST CONDUITS
PROPOSED 3-1.25" SPRINT CONDUITS
10" HDPE SDR11 CASING PIPE WITH
12/22/20
7/16/21EDC_RFR-0020_08132021
c
REV AMEND CR DATE DESCRIPTION APPCHKENGBY
CONTRACT DWG No.REV
SCALE
DRAWN
DESIGNED
CHECKED
IN CHARGE
DATE
CONTRACT SHEET No.DWG No.7/10/2020\\W12R2E\company\PROJECTS\DesignBuild\1901007_Cotton Belt\Cadd\Sheets\Pkg 14 - Wishbone to DNT\CB01WB-UC6-1465.0207:18:31 PManasir7/10/2020
C-2033270-01
COTTON BELT REGIONAL RAIL SYSTEM
DART, ALL RIGHTS RESERVED, 1987-2020FIRM REGISTRATION No. F-11329
Phone: +1 (972) 247 1516
DALLAS, TX 75234
2727 LBJ FREEWAY, SUITE 525TOP OF CONDUITEXIST GRADEREQUIREMENTS.
ITS OBLIGATION TO COMPLY WITH ALL CONTRACT
RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS OR OF
THE DESIGN OR RELIEVE THE DESIGN-BUILDER FROM
NOT SUBSTANTIATE THE ADEQUACY OR ACCEPTABILITY OF
THE AUTHORITY ONLY, AND THE AUTHORITY'S STAMP DOES
ANY REVIEW BY THE AUTHORITY IS FOR THE BENEFIT OF
DART DESIGN REVIEW MANAGER DATE
RELEASED FOR CONSTRUCTION
ALON
GIEN
OFP
R
SI
E
S
FETOTSTA
ERNEXES
A
ESN
DIL
EC
7/10/2020
100384
JOSE A. OROZCO
1316+00 1317+00 1318+00 1319+00 1320+00453 +/-455 +/-455 +/-462 +/-465 +/-464 +/-462 +/-461 +/-453 +/-452 +/-SD
W
1316+00 1318+00
1316+00 1318+00
12+000+00TP
TP
SS
TP
PP
PP
PP
PP PP PP
SMH
AHCW
W
1316+00 1317+00 1318+00 1319+00 1320+00
1+00UC6-1465SEE DWG No. UC6-1466MATCH LINE STA 1320+00MATCH LINE STA 1316+00SEE DWG No. UC6-1464
0
PLAN AND PROFILE
STA 1316+00 TO STA 1320+00
R. HODO
SEI
J. OROZCOUC6-14651"=20'
075
D. JOHNSON
SEGMENT CB-1
EXIST ROW
EXIST ROW
DART RR
SEE DWG No. UC6-1466MATCH LINE STA 1320+00MATCH LINE STA 1316+00SEE DWG No. UC6-1464MOCKINGBIRD LANE450
445
440
475
470
465
460
455
450
470
465
460
455
445
440
475
EXIST GRADE
S1-9
VERT
SCALE (IN FEET)
SCALE (IN FEET)
HORIZ
0
0 105
20 4010
2.5 7.5
EXIST SPRINT 4" SCHED 80 PVC
IN AREA.
ATMOS GAS LINE
CAUTION !!!
LINE IN AREA.
TELECOMMUNICATIONS
UNDERGROUND
CAUTION !!!
LINE IN AREA.
OVERHEAD ELECTRIC
CAUTION !!!
IN AREA.
EXPLORER PIPELINE
CAUTION !!!
IN AREA.
WASTEWATER LINE
CAUTION !!!
LINE IN AREA.
UNDEGROUND ELECTRIC
CAUTION !!!
IN AREA.
WATER LINE
CAUTION !!!
S1-19S1-9
END CASING
STA 1318+37.26
BEGIN CASING
STA 1316+76.77
BEGIN TRENCH S1-9
END CASING S1-19
STA 1318+37.26
TELECOMMUNICATIONS FOC2-6
CONSTRUCTION DETAILS.
1. SEE CITY OF COPPELL STANDARD
NOTES:
PROPOSED 4-1.50" QWEST CONDUITS
8" HDPE SDR11 CASING PIPE WITH
PROPOSED 4-1.50" QWEST CONDUITS
8" HDPE SDR11 CASING PIPE WITH
EXIST FOC2-6
PROPOSED BETTERMENT WALL PROPERTY LI
NE45'5'2'POSSIBLY ABANDONED FRONTIER
BEGIN CASING S1-19
END TRENCH S1-9
STA 1316+76.77
EL 455 +/-
VPI STA 1318+46 +/-
EXIST PROPERTY LINE
EXIST STORM
12'24'QWEST 2" ORANGE HDPE.
QWEST 2" BLACK HDPE WITH FIBER AND
ABANDON QWEST EXIST 6" COATED BSP WITH
À CB-1 NB
À CB-1 SB
PROPOSED 4-1.50" QWEST CONDUITS
TELECOM RELOCATION
PROPOSED CENTERLINE FOC2-6
PLACE 163 LF
THAN OPEN CUT
160 LF BY OTHERPLACE 77 LF ELEV 459 +/-EXIST 6" ONCORSTA 1317+20 +/-FL 445 +/-EXIST 18" COPPELL WATERSTA 1317+29 +/-ELEV 462 +/- (SUE)EXIST 3" COPPELL ISDSTA 1317+25 +/-ELEV 455 +/-EXIST 12" COPPELL WATERSTA 1317+72 +/-FL 460 +/- (SUE)EXIST 24" FRONTIERSTA 1317+74 +/-LANEMOCKINGBIRD PROPOSED STORM INLETSTA 1317+29 +/-PROPOSED STORM INLETSTA 1317+69 +/12/22/20