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HomeMy WebLinkAbout20210695 Ver 1_Meeting Request Review Doc Attachment_20210406NOT TO SCALE VICINITY MAP CSX TRANSPORTATION, INC. LOCATION PROJECT LEVEL 3 MP ACB 243.8 TO MP ACB 244.3 WILMINGTON SUBDIVISION FLORENCE ZONE PROPOSED WILMINGTON CURVE REALIGNMENT WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA BRUNSWICK COUNTY NEW HANOVER COUNTY WILMINGTON, NC ACB245ACB244SE364SE3635554+805502+3357+674+64LJA Rail, LLC 3600 W Sam Houston Parkway S Phone 713.953.5200 Suite 600 Fax 713.953.5026 Houston, Texas 77042 FRN - F-1386 WETLAND AND STREAM IMPACTS SHEET 1 OF 4 PERMIT DRAWING DATE: MARCH 8, 2021 PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENT 3/8/20213:38:48 PMR:\Projects\2388-CSX\2034 - NC Wilmington - Curve Realignment\000_CADD\002_SHEETS\23882028-SHT-PD01.dgn with the CSX Transportation. provided for in agreements used for any purpose not fidential; and shall not be and shall be held con- of the CSX Transportation shall remain the property mation furnished herewith ifications, and/or infor- all plans, drawings, spec- Information confidential JACKSONVILLE, FLORIDA DESIGN & CONSTRUCTION ENGINEERING DEPARTMENT DESIGNED BY APPROVED BY DRAWN BY CHECKED BY DATE SUB BY APPDATEREVDESCRIPTION DRAWING NO. REVISION SHEET NO. SCALE CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTCSX TRANSPORTATION, INC. AS SHOWN M. WILSON M. WILSON B. ELIAS M. BELL OCTOBER 8, 2020 VAL. SEC. 2 0 3/8/20213:38:51 PMR:\Projects\2388-CSX\2034 - NC Wilmington - Curve Realignment\000_CADD\002_SHEETS\23882028-SHT-PD02.dgn PEMBROKE, NC WILMINGTON, NC RR EAST RR WEST WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA ZONE: FLORENCESUB: WILMINGTON PROPOSED WILMINGTON CURVE REALIGNMENT LEVEL 3 V08138 V.11,N.C./11 NOT FOR CONSTRUCTION LJA Rail, LLC 3600 W Sam Houston Parkway S Phone 713.953.5200 Suite 600 Fax 713.953.5026 Houston, Texas 77042 FRN - F-1386 199'357SE358SE359SE360SE361SE362SE363SE364SE244ACB245ACB246ACB247ACB248ACB249ACB U.S. 421NORTH 6TH STREETHILTON STREETCORNELIUS HARNETT DRIVEKING STREETNORTH 23RD STREETNORTH 30TH STREETPRINCESS PLACE DRIVEHENRY STREETCLAY STREETMARKET STREETCOVIL AVENUEMERCER AVENUEFOREST HILLS DRIVECOLONIAL DRIVEWRIGHTSVILLE AVENUERIVER TO THE SEA BIKEWAYOLEANDER DRIVESOUTH 16TH STREETMARSTELLAR STREETSOUTH 13TH STREETSOUTH 17TH STREET#10 LEGEND: EXISTING TRACK RETIRE TRACK PROPOSED TRACK EXISTING RIGHT-OF-WAY LINE EXISTING AT-GRADE CROSSING EXISTING OVERHEAD BRIDGE CROSSING EXISTING RAILROAD BRIDGE (TURNOUTS REMOVED) EXISTING TRACKS DS / TTS PROPOSED MAIN DS: EXISTING MAIN DS: 25 MPH 10 MPH NOTE: OPERATE AS OTHER THAN MAIN TRACK (OTMT) FROM MP SE 356.8 TO SE 360.9 MP SE 360.8NAVASSA RR DRAW BRIDGENORTHEAST CAPE FEAR RIVERHILTON RR DRAW BRIDGERR BRIDGE MP SE 361.1 (250')RR BRIDGE MP SE 361.3 (70')RR BRIDGE MP SE 361.9 (50')BURNT MILL CREEK (100')RR BRIDGE MP ACB 244.7SHIFTED TRACK OTMT OTMT CSX TRACK TO BE REHABILITATED CEDAR HILL DRIVE249ACB(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)KING JR PARKWAYMARTIN LUTHER12TH STREET10TH STREET9TH STREET8TH STREET7TH STREET6TH STREETHOOPER STREET4TH STREET5TH STREET{(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)(UPGRADE)4/30/20 CHANGED TO #10 TURNOUT PROPOSED #10 DTMF SWITCH CONCEPT PLAN LAYOUTMcRAE STREETMP ACB 247.7 (90')RR BRIDGE(UPGRADE)= 0.52 AC WETLAND IMPACT = 91 LF IMPACT STREAM CG-08 CONTINUED SHEET 2 OF 4 PERMIT DRAWING SITE 2 SITE 1 WETLAND AND STREAM IMPACTS SUMMARY (FROM/TO) STATION NO. SITE SIZE/TYPE STRUCTURE (ACRE) IN WETLANDS PERMANENT FILL (FEET) PERMANENT IMPACTS EXISTING CHANNEL 1 2 5+27 TO 5+43 SE 362.47 TO SR 421 0 91 0 42" RCP FILL SLOPE 0.52 STREAM IMPACTWETLAND IMPACT 0.52 91TOTALS: with the CSX Transportation. provided for in agreements used for any purpose not fidential; and shall not be and shall be held con- of the CSX Transportation shall remain the property mation furnished herewith ifications, and/or infor- all plans, drawings, spec- Information confidential JACKSONVILLE, FLORIDA DESIGN & CONSTRUCTION ENGINEERING DEPARTMENT DESIGNED BY APPROVED BY DRAWN BY CHECKED BY DATE SUB BY APPDATEREVDESCRIPTION DRAWING NO. REVISION SHEET NO. SCALE CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTCSX TRANSPORTATION, INC. AS SHOWN M. WILSON M. WILSON B. ELIAS M. BELL OCTOBER 8, 2020 VAL. SEC. 3 0 3/8/20213:38:53 PMR:\Projects\2388-CSX\2034 - NC Wilmington - Curve Realignment\000_CADD\002_SHEETS\23882028-SHT-PD03.dgn PEMBROKE, NC WILMINGTON, NC 0 100'50'50' GRAPHIC SCALE:HORIZ. 1" = 50' RR EAST RR WEST WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA ZONE: FLORENCESUB: WILMINGTON PROPOSED WILMINGTON CURVE REALIGNMENT LEVEL 3 V08138 V.11,N.C./11 NOT FOR CONSTRUCTION LJA Rail, LLC 3600 W Sam Houston Parkway S Phone 713.953.5200 Suite 600 Fax 713.953.5026 Houston, Texas 77042 FRN - F-138625.526. 0 22.5 22.526.025.025.024.524.524.5 24.5 24.0 24.025.5 22.025.521.015.5 27.0 26.02 6. 0 25.5 25.52 6. 0 26.026.026.026.026.011.025.5 25.0 25.025.0 25.025.025.025.04.025.08.0 14.514.524.5 2 5. 525.525.526.02 6.0 25.025.0 22.525.025.526.526.5 26.525.526.025.5 25.525.527. 0 27.025.5 26.5 26.527.027.02 6. 0 25.526.526.026.026.0 2 6. 0 26.526.526.5 26.526.525.525.5 25.5 25.525.525.525.0 23.5 23.5 23.523.523.524.024.0 24.024.024.012.512.513.013.0 13.024.5 24.5 24.524.524.5 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26.026.026.026.026.026.026.0 26.026.026.0 26.026.026.0 26.026.526.526.5 26.5 2 6. 5 26.5 26.526.526.5 2 6.52 6.526.526.526.526.526.526.5 26.526.526.526.526.526.526.526.526.526.526.5 26.5 26.526.526.526.526.526.526.526.526.526.526.5 26.526.526.5 26.526.526.526.527.027.027.0 27.027.027.027.027.027.027.027.027.027.027.027.027.0 27.0 27.0 27.027.0 27.0 27.027.027.027.027.027.027.027.027.027.027.027.027.027.027.027.027.027.0 27.027.027.027.027.027.027.027.027.027.0 27.027.0 27.027.027.0 27.5 27.527.527.527.527.527.527.527.528.028.025 25 2525 25 25 25 2 525252 5 25 25 25 25 25 25 15 15 2 0202020 20 20 20 20 20 25 25 25 25 25 25 25252 5 25 25 25 25 25 25 2 5252525 25 25 25 25 25 25 2525 25 25 20 364SE 5502+335500+00 5505+00 5 5 1 0 + 0 0 5506+13.52PCC5508+20.88ST5507+89.88CSMP ACB 243.81= -5+24.61 (ACB MAIN)MP SE 363.875509+44.00 (SE MAIN)PS #10 LH DTMF T.O.EC-07MP SE 363.84DOT# 628725R(RR OVER)MCRAE STREETCSX R/W C SX R /W C S X R /W66'36'36'(TO REMAIN) EXISTING SE MAIN (TYP.) PROPOSED DITCH FLOW LINE (TYP.) PROPOSED GRADING LIMITS LOW AREA EXISTING SEE DRAWING NO. EC-08MATCH LINE STA. 8+00 MP ACB 244.06(SEE DRAWING NO. CU-01) PROPOSED 42" RCP CULVERT MP ACB 243.81 TO MP ACB 244.06 STA -5+24.61 TO STA 8+00 EROSION CONTROL PLAN SHEET PLAN PROP DITCH FLOW LINE CONSTRUCTION ROAD STABILIZATION EXISTING TRACK PROPOSED TRACK MILEPOST WETLAND IMPACT AREA EXISTING WETLAND AREA EXISTING STREAM AREA EXISTING BUILDING STREAM IMPACT AREA LIMITS OF DISTURBANCE EXISTING FENCE GRADING LIMIT FILL - MAINLINE GRADING LIMIT CUT - MAINLINE TSTEMPORARY SEEDING PERMANENT SEEDING PSSTA XXXX+XXXXXXLEGEND: EROSION CONTROL LEGEND: SHIFT TRACK CRS CONSTRUCTION ENTRANCE/EXIT REHAB TRACK (TIE & RAIL) PROPOSED FENCE CSX RIGHT-OF-WAY RIPARIAN BUFFER GRADED ROAD EXISTING STRUCTURE TEMPORARY SILT FENCE ROCK DAMS CONCRETE WASHOUT ROCK PIPE INLET PROTECTION OUTFALL PROTECTION RIP RAP OUTLET AT PIPE NOTES: DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES. OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR LIMITS OF DISTURBANCE. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS. 3. 2. 1. TS PS (AS REQUIRED) DISTURBED AREAS TYPICAL FOR ALL AND MATERIALS HANDLING) FOR REFERENCE. ACTIVITIES. SEE EC-17 (NCG01 GROUND STABILIZATION STABILIZATION WITHIN 7 DAYS OF LAND DISTURBANCE PROPOSED SLOPES GREATER THAN 3:1 REQUIRE GROUND SIGNAL HOUSE PROPOSED 6'x6' PROPOSED SIGNAL CRS (SEE DRAWING NO. CU-03) PROPOSED 42" RCP CULVERT (SEE DRAWING NO. CU-02) PROPOSED 36" RCP CULVERT TURNOUT PAD PROPOSED (SEE DRAWING NO. RD-02) ACCESS ROAD PROPOSED (SEE DRAWING NO. EC-10) INSTALL CONSTRUCTION ENTRANCE/EXIT STREAM IMPACT = 91 LF LIMITS OF EXISTING STREAM MAIN PROPOSED FOR PROFILE) (SEE DRAWING NO. RP-04 REPLACE WITH 97 LF OF NEW TRACK REMOVE EXISTING #8 LH T.O. SITE 1 SHEET 3 OF 4 PERMIT DRAWING-2+01.62TS-5 + 0 0 0+00 5+00 -1+70.62SC2+51.54CS2+82.54ST-5+24.61 (ACB MAIN)POB with the CSX Transportation. provided for in agreements used for any purpose not fidential; and shall not be and shall be held con- of the CSX Transportation shall remain the property mation furnished herewith ifications, and/or infor- all plans, drawings, spec- Information confidential JACKSONVILLE, FLORIDA DESIGN & CONSTRUCTION ENGINEERING DEPARTMENT DESIGNED BY APPROVED BY DRAWN BY CHECKED BY DATE SUB BY APPDATEREVDESCRIPTION DRAWING NO. REVISION SHEET NO. SCALE CONTRACT NO.PHYSICALENTITYCONTRACTDESIGNATORITEMLINECOSTELEMENTNUMBERPROJECTWORK ELEMENTCSX TRANSPORTATION, INC. AS SHOWN M. WILSON M. WILSON B. ELIAS M. BELL OCTOBER 8, 2020 VAL. SEC. 4 0 3/8/20213:38:58 PMR:\Projects\2388-CSX\2034 - NC Wilmington - Curve Realignment\000_CADD\002_SHEETS\23882028-SHT-PD04.dgn PEMBROKE, NC WILMINGTON, NC RR EAST RR WEST WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA ZONE: FLORENCESUB: WILMINGTON PROPOSED WILMINGTON CURVE REALIGNMENT LEVEL 3 V08138 V.11,N.C./11 NOT FOR CONSTRUCTION LJA Rail, LLC 3600 W Sam Houston Parkway S Phone 713.953.5200 Suite 600 Fax 713.953.5026 Houston, Texas 77042 FRN - F-1386 EC-09 TO MP SE 363 ±850'N TERMINAL RD(TYP.) WETLANDS EXISTING CSX R/W CSX R/W CSX R/W CSX R/W 65'65'65'65'EXISTING MAIN PROPOSED DTMF SWITCH EXISTING ACCESS ROAD SE 362.47 PROPOSED SIGNAL HOUSE PROPOSED SIGNAL AND RELOCATE EXISTING DITCH WIDEN EXISTING ROADBED 10' ±890' 421 MP SE 362.5 EROSION CONTROL PLAN SHEET PROP DITCH FLOW LINE CONSTRUCTION ROAD STABILIZATION EXISTING TRACK PROPOSED TRACK MILEPOST WETLAND IMPACT AREA EXISTING WETLAND AREA EXISTING STREAM AREA EXISTING BUILDING STREAM IMPACT AREA LIMITS OF DISTURBANCE EXISTING FENCE GRADING LIMIT FILL - MAINLINE GRADING LIMIT CUT - MAINLINE TSTEMPORARY SEEDING PERMANENT SEEDING PSSTA XXXX+XXXXXXLEGEND: EROSION CONTROL LEGEND: SHIFT TRACK CRS CONSTRUCTION ENTRANCE/EXIT REHAB TRACK (TIE & RAIL) PROPOSED FENCE CSX RIGHT-OF-WAY RIPARIAN BUFFER GRADED ROAD EXISTING STRUCTURE TEMPORARY SILT FENCE ROCK DAMS CONCRETE WASHOUT ROCK PIPE INLET PROTECTION OUTFALL PROTECTION RIP RAP OUTLET AT PIPE PLAN NOTES: DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES. OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR LIMITS OF DISTURBANCE. INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS. 3. 2. 1. 0 200'100'100' GRAPHIC SCALE:HORIZ. 1" = 100' = 0.43 AC WETLAND IMPACT= 0.09 AC WETLAND IMPACT AND MATERIALS HANDLING) FOR REFERENCE. ACTIVITIES. SEE EC-17 (NCG01 GROUND STABILIZATION STABILIZATION WITHIN 7 DAYS OF LAND DISTURBANCE PROPOSED SLOPES GREATER THAN 3:1 REQUIRE GROUND TS PS (AS REQUIRED) DISTURBED AREAS TYPICAL FOR ALL ENTRANCE/EXIT INSTALL CONSTRUCTION CRS SHEET 4 OF 4 PERMIT DRAWING SITE 2