W9126G19B0001-Plans.pdf

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Typewritten Text for

NAME PID EASTING (X)

NAD-83 TX-SC

NORTHING (Y)

NAD-83 TX-SC

ELEV

(NAVD88)

SWAN 2 RESET USACE 2008 BBDF92 3,277,255.066 13,700,110.461 6.00

DIKE 1 USACE 2010 BBDP13 3,284,601.321 13,710,407.927 5.66

DIKE 2 USACE 2010 BBDG09 3,301,284.897 13,704,367.722 6.68

HORIZONTAL CONTROL MONUMENTS

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

Texas City Harbor

CHANNEL TIDE STAFF NORTHING EASTING LATITUDE LONGITUDE

TEXAS CITY SHIP

CHANNEL

TEXAS CITY REAR

RANGE STAFF 13,704,136 3,301,207 29°21'54" N 094°48'54" W

TIDE STAFF DATA - MLLW

HYDROGRAPHIC

SURVEYOR

SURVEY VESSEL

CAPTAIN

SURVEY

VESSEL

SURVEY

DATA

PROCESSOR

HYDROGRAPHIC

SURVEY

MANAGER

JOHN GASKIN JAMES HIROMS TANNER II TIMMY WALLS MATTHEW DUKE

USACE HYDROGRAPHIC SURVEY TEAM

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

TEXAS CITY SHIP CHANNEL - BOLIVAR ROADS TO MAIN TURNING BASIN

Tangent POB 0+000.00 13,698,278.650 3,311,943.480 Tangent PI 17+144.28 13,705,323.720 3,296,313.590

Arc PC 33+273.76 13,709,009.550 3,280,610.900

CHANNEL ALIGNMENT DATA

DWG. NO TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS, GENERAL NOTES, LEGEND, AND CONTROL

TABLES

G-003 LOCATION PLAN

CIVIL

C-101 PLAN STA. 14+000 TO STA. 20+000

C-102 PLAN STA. 5+500 TO STA. 14+000

C-301 CROSS SECTION STA. 5+500 TO STA. 14+000

C-302 CROSS SECTION STA. 15+000 TO STA. 20+000

C-401 PLACEMENT AREA SPPA 3, 4, AND 5

C-501 DIKE TYPICAL SECTION SPPA 3, 4, AND 5

9 -- Total Number of Drawings

INDEX OF DRAWINGS