B3_W9126G18B0003-Plans.pdf

NAME PID EASTING (X) NORTHING (Y) ELEVATION (Z)

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

DOLLAR POINT 3 1974 AW5712 3,275,129.112 13,728,051.271 21.20

HORIZONTAL CONTROL MONUMENTS

Texas City

NAME EASTING (X) NORTHING (Y)

P.I. - L1 3268053.04 13731435.89 P.I. - L2 3269051.462 13730936.4 P.I. - L3 3272700.322 13729229.7 P.I. - L4 3275034.875 13727598.81 P.I. - L5 3275529.743 13727278.82 P.I. - L6 3275447.193 13727044.37 P.I. - L7 3275865.16 13724837.73 P.I. - L8 3275769.575 13724536.36 P.I. - L9 3276250.268 13721998.56

P.I. - L10 3276557.187 13719190.28

P.I. - L11 3276493.797 13718377.24 P.I. - L12 3277039.293 13713385.62 P.I. - L13 3276964.235 13713105.5 P.I. - L14 3277042.055 13713051.01 P.I. - L15 3277211.954 13711480.78

NAME EASTING (X) NORTHING (Y)

P.I. - F1 3267581.016 13732266.26 P.I. - F2 3269268.238 13731342.14 P.I. - F3 3272905.658 13729674.6 P.I. - F4 3275535.36 13727989.77 P.I. - F5 3275588.189 13728074.78 P.I. - F6 3275877.692 13727887.81 P.I. - F7 3276518.803 13724503.38 P.I. - F8 3276494.964 13724038.17 P.I. - F9 3276860.884 13722100.72

P.I. - F10 3277023.801 13720610.04 P.I. - F11 3277406.57 13720610.04 P.I. - F12 3278390.238 13711609.55

FOLLOW EXISTING SHORELINE BETWEEN THESE POINTS

LEVEED SIDE RIGHT OF WAY

LEVEE SYSTEM RIGHT OF WAY

FLOOD SIDE RIGHT OF WAY

BORING NO. EASTING (X) NORTHING (Y)

17-B01 3275349.31 13727987.00 17-B02 3275372.41 13728020.74 17-B03 3275702.79 13727591.08 17-B04 3275745.46 13727609.97 17-B05 3275825.22 13727217.21 17-B06 3275873.54 13727229.03 17-B07 3275917.64 13726717.92 17-B08 3275967.58 13726721.82 17-B09 3276020.84 13726217.26 17-B10 3276062.05 13726226.47 17-B11 3276102.94 13725734.62 17-B12 3276149.26 13725743.67 17-B13 3276187.49 13725241.45 17-B14 3276249.02 13725251.58 17-B15 3276771.12 13721850.08 17-B16 3276803.74 13721855.71 17-B17 3276801.40 13721502.95 17-B18 3276841.72 13721507.04 17-B19 3276852.73 13721045.10 17-B20 3276891.95 13721049.79 17-B21 3276907.17 13720567.70 17-B22 3276945.80 13720571.79 17-B23 3276974.67 13720275.86 17-B24 3276935.80 13720272.01 17-B25 3275694.48 13727461.59 17-B26 3275988.85 13725901.02 17-B27 3276781.66 13721399.72 17-B28 3276871.48 13720596.51

BORING LOCATIONS

SHEET #

of 31 DWG.NO. TITLE

GENERAL

1 G-01 COVER SHEET

2 G-02 INDEX OF DRAWINGS AND CONTROL TABLES

3 G-03 LOCATION PLAN

CIVIL-SITE

4 C-01 PLAN LAYOUT NORTH ALIGNMENT STA 0+00 TO 4+81.62 ZONE 1

5 C-02 PLAN LAYOUT STA 278+31 TO 284+00 AND STA 290+00 TO 320+00 ZONE 2, 3

6 C-03 PLAN LAYOUT STA 350+00 TO 390+00 ZONE 4, 5

7 C-04 PLAN LAYOUT STA 390+00 TO 420+00 ZONE 5

8 C-05 PLAN LAYOUT STA 420+00 TO 445+50 AND SOUTH ALIGNMENT STA 0+00 TO 1+38.13 ZONE 5, 6

9 C-06 TYPICAL SECTIONS ZONE 1, 2, 3

10 C-07 TYPICAL SECTIONS ZONE 4, 5, 6

11 C-08 CROSS SECTIONS STA 0+00 TO 1+50 ZONE 1

12 C-09 CROSS SECTIONS STA 2+50 TO 3+50 ZONE 1

13 C-10 CROSS SECTIONS STA 4+00 TO 4+81.62 ZONE 1

14 C-11 CROSS SECTIONS STA 278+31 TO 284+00 ZONE 2

15 C-12 CROSS SECTIONS STA 290+00 TO 293+00 ZONE 3

16 C-13 CROSS SECTIONS STA 294+00 TO 297+00 ZONE 3

17 C-14 CROSS SECTIONS STA 298+00 TO 305+00 ZONE 3

18 C-15 CROSS SECTIONS STA 306+00 TO 311+00 ZONE 3

19 C-16 CROSS SECTIONS STA 312+00 TO 320+00 ZONE 3

20 C-17 CROSS SECTIONS STA 350+00 TO 351+00 ZONE 4

21 C-18 CROSS SECTIONS STA 353+00 TO 354+00 ZONE 4

22 C-19 CROSS SECTIONS STA 355+00 TO 356+00 ZONE 4

23 C-20 CROSS SECTIONS STA 357+00 TO 359+50 ZONE 4

24 C-21 CROSS SECTIONS STA 362+00 TO 363+00 ZONE 4

25 C-22 CROSS SECTIONS STA 367+00 TO 368+00 ZONE 4

26 C-23 CROSS SECTIONS STA 368+00 TO 423+00 ZONE 5

27 C-24 CROSS SECTIONS STA 424+00 TO 429+00 ZONE 5

28 C-25 CROSS SECTIONS STA 430+00 TO 445+50 ZONE 5

29 C-26 CROSS SECTIONS STA 0+00 TO 1+38.18 ZONE 6

GEOTECHNICAL

30 B-01 BORING FENCE LOGS STA 290+00 TO 321+25 ZONE 3

31 B-02 BORING FENCE LOGS STA 353+75 TO 371+25 ZONE 4

31 31 -- Total Number of Drawings

INDEX OF DRAWINGS

NAME STATION X Y Δ (DEG) D (DEG) R (FT) T (FT) L (FT)

1A 0+00.00 3,267,506.138 13,732,244.109 2A 0+56.27 3,267,558.577 13,732,264.535 3A 0+78.3 3,267,578.434 13,732,274.064 4A 1+06.14 3,267,600.746 13,732,290.704 5A 1+62.96 3,267,646.617 13,732,324.249 6A 2+05.26 3,267,688.915 13,732,323.761 7A 3+26.36 3,267,793.208 13,732,262.214 8A 4+82.00 3,267,881.290 13,732,134.364

NAME STATION X Y Δ (DEG) D (DEG) R (FT) T (FT) L (FT)

P.I. No 5-A 261+77.62 3,272,847.245 13,729,547.357 8.08056 P.I. No 7-B 294+75.00 3,275,617.225 13,727,758.445 46.41944 6 955.37 409.67 774.01 P.I. No 6-A 352+06.67 3,276,692.356 13,722,082.329 4.48833

P.I. 5-C 460+15.00 3,277,866.620 13,711,337.917

NAME STATION X Y Δ (DEG) D (DEG) R (FT) T (FT) L (FT)

1B 0+00.00 3,277,947.611 13,712,836.786 2B 1+38.13 3,278,055.483 13,712,750.507

ZONE 2, 3, 4, AND 5 ALIGNEMNT

PROJECT ALIGNMENTS & STATIONS

ZONE 1 ALIGNEMNT

ZONE 6 ALIGNMENT