North Rail Connector Project

Environmental Assessment

52 | Page

Appendix A – Figures

o Project Overview Map

o Project Detail Sheets, C2.0-C2.3 

o Alternative Project Locations
CONSTRUCTED \\ ON UPLAND 

. JACKSON COUNTY 

STATE OF MISSISSIPPI 

218-051 

COMPTON ENGINEERING, INC. JACKSON COUNTY PORT AUTHORITY (JCPA), 

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OCAl..f S ACCO!'.OINGl.l' DSGN J. STUDSTILL NORTH RAIL CONNECTOR - PLAN & PROFILE 

STA: 121+00 - STA: 133+00 

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COMPTON ENGINEERING, INC. 

ENGINEERING, SURVEYING &. ENVIRONMENTAL SERVICES 

PASCAGOULA • BILOXI • BAY ST. LOUIS 

228-762 -3970 228-432-2133 228-467-2770 

www.canptonengineering.com 

DWG. BY: B LADNER ,..._ 

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LOW PT STA: 136+ 1.00 

L W PT ELEV: 5. 0 

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PVI HEV: ~.00 

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ffi ISSUED FOR ]CPA REVIEW 

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LOW PT STA: 137+51.00 

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PVI STA: 39+51.00 

PVI EL V:5.00 

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2\ PROFILE 

§ SCALE: H: 1" = 50' V : 1" = 5' 

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ALIGNMENTS 1 - EXISTING RAIL 

ALIGNMENTS 2a and 2B - VERTICAL CLEARANCE 

NOT ACCEPTABLE 

Christie Martin - PION: 22220003.000 

Christie Martin - PION: 22220004.000 

Jackson Count MS - PION: 22235009.000 

Sean L. Smith - PION: 20129940.000 

Alexis & Watoni Battiste - PION: 20129945.000 

L.D. Crane - PION: 20129915.000 

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, ENGINEERING, SURVEYING & ENVIRONMENTAL SERVICES 

PASCAGOULA • BILOXI • BAY ST. LOUIS 

228-762-3970 228-432-2133 228-467-2770 

www.comptonengineering.com 
,$\ I 05-09-19 I ISSUED RlR Xl'A RFJIEW 

.... ...... .... 

EXISTING\ WETLANDS 

6' COMPACTED SUBBALLAST 

12" # 610 CRUSHED LIMESTONE 

GEOreXTI..E~C 

NEW 51--tEETPILE WALL 

EXISTING\ \l'IETLANDS 

7'-3" 

'i. TRACK 

12'-0" 

4'- 9" 

GfOGRID I. Gearaml.E FAIRIC 

45 ' -6" 

4'-9" 

12·-o· 

/

PROPOSED 

RAILROAD TIE 

PROPOSED BALLAS T 

TYPE I TYPICAL SECTION - FILL OPTION 

12'-0" 

SCALE: 3/8" = 1'-0" 

'i. TRACK 

4 '- 9" 4'- 9" 

PROPOSED 

RA ILROAD TIE 

17'-0" 

7 ' -3" 

PROPOSED BALLAST 

S' - 0" 

WALKWAY 

6 " COMPACTED 

SUBBALLAST 

ALTERNATIVE 4 

CONSTRUCTION METH OD USDING FILL 

ALTERNATIVE 5 

/

EXISTI NG 

\NETLANDS 

CONSTRUCTION METHOD - FILL BETWEEN SHEET PILE 

WETLANDS 

/

EXISTING 

CEOGRID l CE011eXTILE FN!RIC 

CONCRETE CURB 

NEW PRECAST CONCRETE 

BRIDGE GIRDER 

NEW CONCRETE PILE CAP 

14" SQ. PRESTRESSED 

CONCRETE PILES 

TYPE II TYPICAL SECTION - SHEETPILE WALL OPTION SCALE: 3/8" = 1'-0" 

'i. TRACK 8'-0" 8'-0" 5'-0" 

WALKWAY 

PREFERRED ALTERNATIVE 

CONSTRUCTION METHOD - ELEVATED 

NEW STEEL PLATFORM 

WITH HANDRAIL, FULL 

LENG HT OF RAILROAD 

TYPE II TYPICAL SECTION - BRIDGE OPTION SCALE: 3/8" = 1'-0" 

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