W9126G-16-B-0031-Plans.pdf

NAME PID EASTING (X)

NAD-83 TX-SC

NORTHING (Y)

NAD-83 TX-SC

ELEV

(NAVD88)

COWTRAP 2014 BBDP38 3,089,259.264 13,510,131.769 4.60

JOHN MAX - GPS USACE 2002 BBDP80 2,872,913.982 13,411,588.039 2.38

GIWW - San Bernard to Colorado

GIWW - Colorado to Matagorda

HORIZONTAL CONTROL MONUMENTS

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

SHEET #

of 26

DWG.

NO. TITLE

1 COVER SHEET

GENERAL

2 G-01 LOCATION PLAN, INDEX OF DRAWINGS, AND CONTROL TABLES

CIVIL-SITE

3 C-01 PLAN - PLACEMENT AREA NO. 93

4 C-02 CROSS SECTIONS PLACEMENT AREA NO. 93 EROSION PROTECTION

STA. 84+00 TO STA. 19+00

5 C-03 PLAN - PLACEMENT AREA NO. 112B

6 C-04 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 0+00 TO STA. 10+70

7 C-05 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 12+00 TO STA. 25+25

8 C-06 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 26+00 TO STA. 33+00

9 C-07 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 33+30 TO STA. 46+00

10 C-08 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 48+00 TO STA. 62+00

11 C-09 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 64+00 TO STA. 78+00

12 C-10 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 80+00 TO STA. 94+00

13 C-11 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 96+00 TO STA. 110+00

14 C-12 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 112+00 TO STA. 126+00

15 C-13 CROSS SECTIONS - PLACEMENT AREA NO. 112B STA. 128+00 TO STA. 142+00

16 C-14 CROSS SECTIONS - PLACEMENT AREA NO. 112B TRAINING DIKE STA. 2+00-A

TO STA. 19+84.28-A

17 C-15 DIKE AND EROSION PROTECTION DETAILS

18 C-16 DITCH DETAILS

GEOTECHNICAL

19 B-01 BORING LOGS - PLACEMENT AREA NO. 93

20 B-02 BORING LOGS - PLACEMENT AREA NO. 93 AND NO. 112B

21 B-03 BORING LOGS - PLACEMENT AREA NO. 112B

STRUCTURAL

22 S-01 PROFILE AND TYPICAL DETAILS

23 S-02 NEW DROP-OUTLET STRUCTURE PLAN AND ELEVATION VIEW

24 S-03 NEW PIPE OUTLET EROSION PREVENTION STEEL MEMBER DETAILS AND

NOTES

25 S-04 NEW DROP-OUTLET WALKWAY PLAN AND CONNECTION DETAILS

26 S-05 GRATING PLAN AND NEW DROP-OUTLET STRUCTURE MISCELLANEOUS

DETAILS

26 26 -- Total Number of Drawings

INDEX OF DRAWINGS

STATION NORTHING EASTING STATION NORTHING EASTING

0+00.00 13,514,004.33 3,094,027.08 31+01.46 13,514,268.94 3,092,290.43 0+01.95 13,514,003.25 3,094,025.45 33+41.67 13,514,398.57 3,092,492.65 0+06.61 13,514,000.15 3,094,021.98 37+49.71 13,514,626.65 3,092,831.00 0+32.95 13,513,989.21 3,093,998.01 37+84.66 13,514,634.34 3,092,865.09 0+57.68 13,513,979.70 3,093,975.19 38+14.84 13,514,619.00 3,092,891.09 1+54.00 13,513,945.26 3,093,885.23 40+61.98 13,514,413.15 3,093,027.85 2+15.13 13,513,916.35 3,093,831.37 40+90.14 13,514,390.89 3,093,045.10 3+32.36 13,513,860.58 3,093,728.26 41+29.52 13,514,390.22 3,093,084.47 4+28.20 13,513,827.96 3,093,638.15 46+20.05 13,514,702.55 3,093,462.72 5+09.14 13,513,797.10 3,093,563.32 50+73.64 13,515,024.07 3,093,782.66 6+89.87 13,513,676.30 3,093,428.88 56+32.51 13,515,279.55 3,094,279.73 7+63.70 13,513,644.93 3,093,362.05 62+37.61 13,515,557.70 3,094,817.10 9+51.27 13,513,596.63 3,093,180.80 63+18.22 13,515,580.18 3,094,894.52 9+66.97 13,513,589.97 3,093,166.59 63+50.86 13,515,551.02 3,094,909.18

10+26.06 13,513,561.09 3,093,115.04 67+22.77 13,515,209.29 3,095,055.93 11+26.59 13,513,486.38 3,093,047.78 70+36.07 13,514,915.16 3,095,163.85 13+13.78 13,513,324.09 3,092,954.48 73+35.59 13,514,631.41 3,095,067.94 13+69.50 13,513,288.70 3,092,911.44 73+59.00 13,514,610.37 3,095,057.68 16+52.82 13,513,142.96 3,092,668.49 74+27.69 13,514,576.40 3,094,997.98 17+56.86 13,513,098.40 3,092,574.47 78+54.92 13,514,398.88 3,094,609.37 18+38.13 13,513,068.25 3,092,499.00 83+68.71 13,514,119.10 3,094,178.45 18+56.37 13,513,072.62 3,092,481.29 85+58.66 13,514,004.33 3,094,027.08 19+01.00 13,513,105.16 3,092,450.75 23+25.55 13,513,522.22 3,092,371.33 0+00.00 13,514,004.33 3,094,027.08 30+12.39 13,514,197.20 3,092,244.25 6+73.33 13,514,566.17 3,093,656.00 30+55.42 13,514,238.67 3,092,255.75

PA 93 PERIMETER DIKE ALIGNMENT

PA 93 TRAINING DIKE

STATION NORTHING EASTING STATION NORTHING EASTING

0+00.00 13,415,018.72 2,876,236.08 75+50.92 13,413,986.33 2,876,560.28 0+29.88 13,415,044.51 2,876,251.19 84+15.59 13,413,268.13 2,876,078.78 8+09.82 13,415,655.00 2,876,736.57 87+28.69 13,412,987.10 2,875,940.74

10+61.24 13,415,841.27 2,876,905.43 94+18.94 13,412,564.37 2,875,395.08 12+77.55 13,415,968.21 2,877,080.58 99+75.28 13,412,139.98 2,875,035.35 20+25.31 13,416,224.35 2,877,783.10 105+08.62 13,411,804.12 2,874,621.04 21+20.02 13,416,277.45 2,877,861.53 105+70.74 13,411,775.29 2,874,566.01 21+47.01 13,416,296.88 2,877,880.26 106+63.40 13,411,840.15 2,874,499.84 22+04.80 13,416,347.29 2,877,908.53 109+09.43 13,412,030.82 2,874,344.36 24+73.90 13,416,594.99 2,878,013.70 109+74.28 13,412,093.98 2,874,329.63 25+22.27 13,416,636.35 2,878,038.75 110+62.36 13,412,171.52 2,874,371.40 30+29.96 13,416,841.98 2,878,502.94 114+50.78 13,412,493.05 2,874,589.32 30+52.83 13,416,850.15 2,878,524.30 124+71.39 13,413,337.07 2,875,163.16 33+33.58 13,416,938.92 2,878,790.65 134+71.23 13,414,190.91 2,875,683.38 33+91.16 13,416,887.00 2,878,815.55 141+66.41 13,414,780.80 2,876,051.21 38+19.20 13,416,482.21 2,878,954.69 144+65.87 13,415,017.27 2,876,234.95 41+71.63 13,416,147.40 2,879,064.75 42+13.84 13,416,105.25 2,879,066.93 3+82.89-A 13,414,863.61 2,876,596.28 43+54.74 13,416,039.10 2,878,942.52 7+69.79-A 13,414,552.46 2,876,366.31 55+29.45 13,415,482.67 2,877,907.96 8+40.38-A 13,414,495.19 2,876,325.04 65+66.97 13,414,773.48 2,877,150.66 19+84.28-A 13,413,520.61 2,875,726.14

PA 112B TRAINING DIKE

PA 112B PERIMETER DIKE ALIGNMENT

DESCRIPTION GIWW PA #93 NEW

STRUCTURE

NO. OF DROP-OUTLET STRUCTURES 1

NO. OF BAYS (PER STRUCTURE) 3

PIPE(S) PER STRUCTURE 1

LENGTH OF PILES (FT) REFUSAL

PILE TIP ELEVATION REFUSAL

THE TOP EL. OF CONC. SLAB + 6.0'

THE TOP EL. OF THE STRUCTURE + 25.5'

TYPE OF PIPE STEEL

DIAMETER OF THE PIPE 42" OD

LENGTH OF PIPE (FT) 215.5'

PIPE ENTRY INVERT EL. + 6.0'

PIPE OUTLET EXIT INVERT EL. + 4.0'

WALKWAY LENGTH (FT) 36' +/-

PIPE WALL THICKNESS 1/2"

TABLE 1