Cotton Belt-PN2308227/16/21EDC_RFR-0020_08132021
LPLPLPLPLPLPLPLPMHMHMHMHMHFHFHLPWMWMSMHSMHSPPPPPPPPPPPPPPPPPPPPPPTPSWVWMWMWMWMWMWVWVPPCROSSINGRA
ILROADR15-1CROSSINGRA
ILROADR15-1MD =
1
9
.
6
0
'
MD = 1
9
.
2
0
'WWWWCB1-4-101Ls=Ea=V= Eu=Lc=Rc=Dc=25 MPH1910.08'3°00'00"148.45'1.00"0.31"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 PROTECTIONPROPOSED ROADWORK100.00'/50'RIPRAPCONCRETECB1-4-101ALs=Ea=V= Eu=Lc=Rc=Dc=25 MPH100.00'881.95'6°30'00"726.00'1.50"1.34"GROUND LINEEXISTING TOP OF RAIL PROPOSED CB-1 NBÀ S COPPELL ROAD(SIZE, DEPTH UNKNOWN)EXISTING FIBER(DEPTH UNKNOWN)IN 6" STEEL CASINGEXISTING 4" GASREHAB TRACKTIES @ 24" O.C.136 LB RAIL 8.5' CONCRETE+50.00
@ 19.5" O.C.TRANSITION TIES 5 - 10' TIMBER +75.90
+84.02
+57.15
+65.28
@ 19.5" O.C.TRANSITION TIES 5 - 10' TIMBER TIES @ 24" O.C.136 LB RAIL 8.5' CONCRETERAILHEAD HARDENEDTIES @ 20" O.C.8.5' CONCRETE136 LB RAIL@ 19.5" O.C.10' TIMBER TIES 136 LB RAILGAS (DEPTH UNKNOWN)EXISTING 4"(DEPTH UNKNOWN)EXISTING 16" WATER(SIZE, DEPTH UNKNOWN)EXISTING FIBEREXISTING 12" WASTE WATER+38.43-0.08%PROPOSED T/REXISTING GROUND
520.29
519.63
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 MANAGERDATE RELEASED FOR CONSTRUCTION128106ERIN E. TRAHAN
ALONGIENOFPRSIESFETOTST
A
ER
N
EXESAE
SN
DILECREVAMENDCRDATEDESCRIPTIONAPPCHKENGBY
CONTRACTDWG No.REVSCALEDRAWNDESIGNEDCHECKEDIN CHARGEDATECONTRACT SHEET No.DWG No.OFCB01-CC1-5752.040C-2033270-0112-SEP-2020 18:18pwsvcPlan 2 CB01-CC1-5752.040
COTTON BELT REGIONAL RAILcDART, all rights reserved, 1987-2020F-2966 FIRM REGISTRATION No.Phone: +1 (214) 638-0145DALLAS, TX 75201-31361999 BRYAN ST, SUITE 1200520.80520.80520.72520.63520.55
520.46
520.38
520.21
520.13
520.04
520.66520.32520.28
519.99
519.76
519.32
518.49
517.58
519.96
516.42480
480490490500500510510520520530530540540550550 1187+00 1180+00 1181+00 1182+00 1183+00 1184+00 1185+00 1186+00 1188+00 1189+00 1190+00AHCWSIGW1180+001182+001184+001186+001188+001190+00SC 1189+88.43
CS 1189+38.43
TS 1186+89.98
SC 1187+89.98
S COPPELL RD EXISTING ROWC/L CB-1 SBC/L CB-1 NBEXISTING ROWCB1-4-101TO BE REMOVEDEXISTING COTTON BELT MAINLINE TO BE REMOVEDC/L SPUR - CB1-4-201 50'TC20' 130'STA 1185+53.00PROPOSED IJ,PROPOSED SIGNAL HOUSEFENCE (TYP)SEE DRAWING CC1-5946AT-GRADE CROSSINGSEE DRAWING CC1-5785C/L COTTON BELT MAINLINE PROPOSED SIGNALSOF GRADINGAPPROXIMATE LIMIT OF GRADINGAPPROXIMATE LIMIT STA 1185+50.00
END REHAB TRACK
CB1-4-101AFENCE (TYP)FENCE (TYP)FENCE (TYP)MATCH LINE CB-1 NB STA 1180+00SEE DWG NO. CC1-5751
SEE DWG NO. CC1-5753
MATCH LINE CB-1 NB STA 1190+0016 SEP 20 J. SHAPIROG. PAULSENM. HAYNES NORTHBOUND TRACKGUIDEWAY PLAN AND PROFILESTA 1180+00 TO STA 1190+00463300AS NOTEDCC1-5752LINE SECTION CB-1CC1-5752E. TRAHANVERTSCALE (IN FEET)SCALE (IN FEET)HORIZ0020520804010159/14/2020Start BoreFinish BorePath depth may vary slightly based on pot holing the utilities.AT 13' DEPTH