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Home My WebLink About20210695 Ver 2_NCDOT-CSX Burnt Mill Creek - Drawings_20231201APPROXIMATE TO PEMBROKE. NC TO YILMINGTON. NC APPROXIMATE EVA OF CREEK 2.218, 2A4 EDGE i>F CREEK /i 80'-0^ (FACE TO FACE OF PROPOSE BAGSxALL51 � N5q£ FAME OF BJICKWALL SIA 28.04.00 BORE ROLE I PRECAST INT, BENT B•3 StA CAP PCCS - - 8.3 St0 /f'-0' 11EICRTJJ lYP.I - PRECAST m DECK EX 1SI ING - - - - DCf�CCf CLxB DEfA 17YP. 1 42 PIpE 1SEE CS.r SIDr 1825-D8 IA4 ITO RENAINI PROPOSED PANEL SPAN DfTAl151 EKISIINL R/W EXISTING BRIDW VDB13B CX RR BRIDGE __ LOCATIOH MAP e v NEW HANOVE COIMTY, NORTH CAROLINA R PRECAST BA{FAST RETA 181W £JN1 WAu IlrA. J ?B+pO �¢ 0 TRACK _ ARECAST BACXWAIL ci 8WN21 lrrP,J CEXIST. AND PROPOSED I TRACUBRIoM ARENA CLEARANCE Ig.p•' # ENVELOPE - o � 16'-4" OOI,TD OOT ANDRAIL P057HITTP.I I B" MSN. c. BALLAST PRECAST - CONCRETE 7pP O DECK DECK PANEL —1.5:1 _ �y - - END 01 AP4iRALM 1.5tt� PRECAST EAV BENT I " g SOLE PLA1E I3"2 i CAP PCCS fTYP.I I EdN23TYP�EEI j «� BUTTON OF BEAM - % LIMITS Or PLAN RIPRAP SMOCK PAD I MASONRY PLATE . , 11ATI IS DF SCALE: I' = 5' RIPRAP 36 DNA. R£INFpICEp PRECAST BEN! 5 CONCRETE FILLED STEEL BENT CAp PCCS PIPE PILE IIYP.J INSIDE FACE OF BACXWALL 80'-O" STALE TO FACE OF PROPOSLB UACKWALLSY INSIDE FACE OF BACKWN-L f4'-0" TALL) STD 2277.24.00 0 q" 38'-O" (C/C BEA 4) 38'-0^ ICIC BEARING) Nh DID 2N8.O4.00 24'•3" E)MTWAG AND PROPOSED T.O.R. PRECAST f1WCRM SPAN I SPAN 2 ELEY. 18.28 Dip.6t£ CORE Grey ITYP. I 8' B- - RAADNAII I7w.1 EXISTING, A� PROPOSED T.O.R. 20 IE TYPICAL SECTION SCALE: I" = 5' - - - - - - - - -- - .- NOTE: PUS INODIFIEOI SHOWN I. - _ _ 15 I q STEEL BEAM SPAN EXISTING 10 42. PIPE 1�„� W3BX232f rNP•I (TO REMAIN) NOTES: I, ALL EXISTING BRIDGE SHALL BE REMOVED SD A NJ N IMOM OF I'-0' BELOW THE PROPOSED ' PRECAST BALLAST 5 W GROLINDI41q LINE AND DISPOSED IA PROPERLY RETAINING END BY CSX1. SEE DAL. Na. BPON I i i Ty WALL I TYP- E 2. T34E CdJTRA£T011 l5 RESPONSIBLE F6i AAE! STD. DA , '� I O LOCATING ALL EXISTING IE5 ITIES ANU FT14 2832-7A FmY RIP RAP w - DEIA TLS TTrP.I MAlN1AINIOF THE PROJECT, TNRpOC71OU1 THE I I PROPOSED 36' DIAMETER �- _ � - � OBNAT ION OF THE PROJECT, REINFORCED CaVCRETE FILLED I CREEK WATER LINE EXISTING $TEFL PIPE PILES [lYP.1 T1B5(NVEE) PLIHING GRDIMO LINE x J FIELD SURVEY SURVEY J _5 < 8£JII NO. 1 r- 01 LEGEND srA. zr+�a.so E AREA TO BE EXCAVATED 6 AREA TO BE EXCAVATED ELEVATION ggS THEN BACKFIL, . ANp CONSTRUCTED ON S� THOROUGHLY COMPACTED SCALEf I' = 5' - 0E NF°' ENGINEERING DEPARTMENT C: TRACT NO. -' VAL. sEc- BRIDGE N0. ACB 244.42 Q M.P. ACB 244.42 „ CSX TMSPORTATIOK, SIC. DESIGN & CONSTRUCTION pRAw SUB: WiLMINGTON; ZONE: CAROLINA JACKSONVILLE, FLORIDA V.1T,3S.C.I11 A 244,42-14 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA NovTo Nr A.N� Aprl, v 0 61 8 REv NON 5 ET NO. 1.K« aeoow:Na� P.N..Ts +snT.sao scu D 14 PLAN• ELEVATION AND TYPICAL SECTION ra!2vs n AS SHOWN PROPOSED TRACK NEAT lGAR[NT LEGEND: EROSION CONTROL IEGENDt W"m LUT ELL -- —FILL— — $EOKNT FENCE (Sr) Ex6TNG YAMOR CONTOOR OWING WIOR CNTOUR ROCK PPE INLET PROTEC71M MRPPI CSx RIOT -OF -RAY — - - — - - — - - AOJACENT PROPERTY LNES ROLLED ERO" 0RECP0 LIMITS OF DISTURBANCE — CONTROL PROWCI — CWSTRXTQN ROAD WETLANO AREA r STA%VATION L12.y'� =CRS= TEMPORARY WETLAMO APAC7 TEMPORARY SEEONC IS PROPOSED vEGETATEG AREA PERMANENT SEEONG O ExSmNG FLOW LIE ---� PROPOSED FiOW LINE --r BET CONTROL SEE SHEET EC-11 FOR NOTES �...s� ENGINEERING DEPARTMENT vAL. sEc, DSO CSXTI MSPORTIITIONEINC. DE5IGN & CONSTRUCTION JACKSONVILLE. FLORIDA V.11,N.C./TT B EW5 V08138 LJA ItY.LLC eYu 7EEOW 6em11mlm Pai�ys RF. i1amSvrlA �eoo F. 71�gs U w 0 z c� 3 1cr- ¢ m I� w LLJ _ c» z J EXISTING MAIN M a I I WE TLAND I I a ni CkN uN v IIE Op,,* r - i'y Rw. PROPOSED WILMINGTON CURVE REALIGNMENT ° SUB, WILMINGTON ZONE FLORENCE EC-12A WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA SHEEP u0. T2 EROSION CONTROL PLAN As sHOwN (SHEET 2 OF 5) PEMBROKE, NC WILMINGTON, NC RR WEST RR EAST ACCESS ROAD W BRIM IASMLL S It T FENCE 07 Sit r FENCE CSM R/Y cV N N — M _1 ! m Q - METLANO Z — — -- — — — — �\ E•i�3 Q rEAPo4ARr IErLAAP lAPACF I d 0.0856 AE. \ p W - ?EWWARr - Li vy C4wCRE lE rASN11Ur \ LJ [11151INI WIX ..J w J H \ � LEGEND: E QSION CONTROL LEGEND \ ORAIDW LUT TLL — —FILL — — SENENT FENCE 49F1 —� EXISTING YAm OON7OLW ® KETLAND — EYISTK uKR CON7GVT ROCK PPE INLET PRO7E00N LQPFI CS8 RIGKT-OF-WAY — - - — - - — - - AWACENT PROPER[T LEES ROLLEO EROSION ORECP4 L0II7RCL PROM LKATS OF MTMNICE — — — — - - -- C"TRUCTION ROAD _GRS_ WETLA70 AREA STAREIZA71ON TEWPDRART NETLMO WACT %i TOpww SEETIII[: T$ I1 PROPM YEGE74TEO AREA PUMANENT SEEDING O I EKISTNG FLOW LINE u-t /� PROPOSED FLOW LINE —r OAST CONTROL AL SEE SNEET EC-13 FOR NOTES "a i'FAFI[I�' i1:2f H0PI. " `" °' ..•.sa ENGINEERING DEPARTMENT VAL. SEC. " PROPOSED WILMINGTON CURVE REALIGNMENT CaTRRMPORTAT[ON,INC. DESIGN R CONSTRUCTION DRAW No. SUB WILMINGTON ZONE: FLORENCE cwmu my JACKSONVILLE, FLORIDA V.11,N.C./11 EG T28 V0513$ WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA PEV15ioN T No. " waAov[o e. r 1 L.NL IE� LLC q 13 IL 1 �ws-H„�sp,; hlw) EROSION CONTROL PLAN o-c''b°�0 GA""L° FAS SHOWN (SHEET 3 OF 5) Mr v. R01] • • • - I[u•hrt lem iNY2 RN,. ,.W6 PEFABROKE,NC RR WEST _! ESTIMATED TOTAL RIPRAP . SCOUR PROTECTION:AREA \ • 173 SY L` I I vOLLAE • 260 Cr VOLL ACCESS ROAD TO DRIW INSTALL sit T FENCE LEGEND; EROSION CONTROL LEGEND: GROW LAIR FEL SEDIMENT FENCE 141 —�—�—� EXSTNG MAJOR CONTOUR fItISTNG MINOR CONTOUR ROOF PPE Nttl PROTECTON IRPPI ; CSX RX,IIT-OF-WAY ADJACENT PROPERTY LKS — - — - — - - - ROLLED EROSION JOTS OF OIS,LIRSAM E — — _ — _ CONTNOI PRODUCT 7�� WEItxU AREA I� l,7'�'�- CONSTRUCTON ROAD STF$IlAldl ��+5.` TEMPORARY WETLA(PACT ND �J TEWWARY SEEDIC IS PROPOSED VEGETATED AREA PERMAENT SEEMG % EXSTND FLOW LITE ----t®J PROPOSED FLOW' LIE � DEIST CONTROL SEE SKEET EC -II FOR NDTES WILMINGTON, NC RR EAST rTOP OF STREAM BANK TOP OF STREAM RANK 7. N PS e tCUT—"� J TS ,`� - - i BURNT MILL CREEK 25' STREAM Bi3FFER - I INSTAL L PIPE AtEr �7: -- - — ..-.... J lxP. r.37��r *\rFr w FETtu+e rE,vrwARr AastLaaExr saaN a NETLANO0.0007 AC. ---. S I r "YIYY '1. (!£ sEOj.IE'x7�ExGE IRJD l�, -_ _ IRSrALL I - — - �CRS� 1MflJ,(°RllrfCrrtJM EXISTING 12' PIPE J \� PRLPDSED riD' sit! FENCE + d sR££r P1CF AWL C1' - I 1- ITO REMAIN] Of " , a. /, p I' CfAv57ROCJIAM+ sywl G - PS 75 RECP d AND s10RACd AREA _ ./ JLKTIGM 80X I _ SEE ROTE 6 W I W !20' Y 120 1. - ITO REMAIN]- _ _ _ _ _ _ ._ - — W Dc L'iL LLJ tnrExrrk srp4,eCfaREA , z Z - x EXISTING AV PIPE . / 120 x ILV I ,yc J lEAPORakY AEILaA0 rB56 A I - _ _ ITO REMAIN) CONCRRARY D.OH56 AC. ' � COVCRETE I'ASNplI � - ® ♦ /� � I / � � a RIPPROFECrON l TYPICAL I _ - — - EXISTING WIN vaPa�orccrrW � I se AnrE e I d 4 it ti I I 'LI` - ITYPrCALJ I l d 11 Z06 Q PDTEx 20 s1roP C AREA Q / 1 ft.. / s:y rzo x raD'r . ��i REEF (LMRerorrY cuRrAr � � SEE ROTE a - -. sc r$£E DErAIL fON o - ' J✓ PROIICrL I OaC MIA@FR EO 1 SIhsIL It.#LF rrrPlDu1 � s1LF FENCE _ RIPRAP SCdXP I r£cr L SF J-RpAF --- LIS(AL PROPOSED IJo' SNFCl PIEf 041 ` - - - 4 PRG°DSEO eRrnc£ rlrPLCAE 1 IIETLABD — ` F� I �IICTLANO 5AI FENCE �IlETLAND ACR MAT. i1 - N JUNCTION BON Y;! - I'' EXISTING 36, PIPE y—_I TO REMAIN) EXiSTIMG 36" PIPE ITO REMAIN) ITO REMA{NI � - .j pE9Nrl9 BY LONIRA[T ND. ENGINEERING DEPARTMENT yr,L, sec. PROPOSED WILMINGTON CURVE REALIGNMENT IA- 11 CSSTJtAX5PQRTET1QIUIQfC. DESIGN & CONSTRUCTION DRAwP+c ND SUB' WILMINGTON; ZONE: CAROLINA a[c.[R ar JACKSONVILLE, FLORIDA V.11,N.C./11 EC-12C WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA �s �✓� V08138 Ret'rsr ND SHEET NO, 14 EROSION CONTROL PLAN SHEET §Wm� oYrPA. M,L aWeoo�s��enxP�MrnRrEs mawTlAvsaaD BRIDGE AC8 244.42 RENEWAL 'r1SA6 P� As SHOWN SHEET 4 OF 5 Rcv D&Tc oarnoT,ar APP ,x• H, mxa •• • - mom,. r® TTP)T "- sm