B3_W9126G17B0022-Plans.pdf

NAME PID EASTING (X)

NAD-83 TX-S

NORTHING (Y)

NAD-83 TX-S

ELEV

(NAVD88)

GIWW - Southern Area Office

MIKE BBDR97 1,353,025.332 17,032,812.778 2.87

J KING BBDR94 1,328,047.298 16,909,812.981 9.41

DINK 1 BBDR95 1,426,793.272 17,216,549.989 4.32

877 5188 90011 C (White Point) DP0720 1,312,930.930 17,203,045.260 4.32 877 5244 A (Nueces Bay) DP0723 1,311,978.510 17,192,410.930 8.89 877 5283 B (Ingleside) DP0724 1,404,577.070 17,189,599.450 9.54 90008 D=877 5296 D TIDAL (Aquarium) AC8423 1,342,542.470 17,186,711.770 3.93 877 5351 90002 F (Lawrence St T-Head) DP0725 1,343,505.450 17,178,538.060 5.34

CONTROL MONUMENTS - TEXAS SOUTH ZONE

NAD83, TEXAS SOUTH ZONE, US SURVEY FEET

Corpus Survey Area

TCOON CONTROL

Corpus Survey Area

SHEET #

of 67

DWG.

NO. TITLE

GENERAL

1 G-01 COVER SHEET

2 G-02 GENERAL NOTES, INDEX OF DRAWINGS, AND CONTROL

3 G-03 LOCATION PLAN AND VICINITY MAP

4 G-04 PLACEMENT AREA ALIGNMENT TABLES - PLACEMENT AREA NO. 1-2, 3-B, AND 10

5 G-05 PLACEMENT AREA ALIGNMENT TABLES - PLACEMENT AREA NO. 3-A

CIVIL-SITE

6 C-01 PLAN - PLACEMENT AREA NO. 3 CELL-B (PA 3-B)

7 C-02 PLAN - PA 3-B NEW ACCESS DIKE AND NEW TRAINING DIKE

8 C-03 PLAN - PLACEMENT AREA 3-B NEW DROP OUTLET STRUCTURE AND TRAINING DIKE

9 C-04 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 0+00 TO STA. 18+00

10 C-05 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 20+00 TO STA. 38+00

11 C-06 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 40+00 TO STA. 58+00

12 C-07 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 60+00 TO STA. 78+00

13 C-08 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 80+00 TO STA. 98+00

14 C-09 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 100+00 TO STA. 118+00

15 C-10 CROSS SECTIONS - PLACEMENT AREA 3-B STA. 120+00 TO STA. 126+89.34

16 C-11 CROSS SECTIONS - PLACEMENT AREA 3-B ACCESS DIKE STA. 0+00-A TO STA. 1+41.23-A 17 C-12 CROSS SECTIONS - PLACEMENT AREA 3-B TRAINING DIKE STA. 0+00-B TO STA. 4+50-B 18 C-13 CROSS SECTIONS - PLACEMENT AREA 3-B TRAINING DIKE STA. 5+00-B TO STA. 14+00-B 19 C-14 CROSS SECTIONS - PLACEMENT AREA 3-B NEW TRAINING DIKE STA. 0+00-C TO STA. 2+93.06-C

20 C-15 PLAN - PLACEMENT AREA NO. 3 CELL-A (PA 3-A)

21 C-16 PLAN - PA 3-A NEW ACCESS DIKE AND NEW STRUCTURE LOCATION

22 C-17 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 0+00 TO STA. 18+00

23 C-18 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 20+00 TO STA. 38+00

24 C-19 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 40+00 TO STA. 58+00

25 C-20 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 60+00 TO STA. 78+00

26 C-21 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 80+00 TO STA. 98+00

27 C-22 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 100+00 TO STA. 118+00

28 C-23 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 120+00 TO STA. 138+00

29 C-24 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 140+00 TO STA. 158+00

30 C-25 CROSS SECTIONS - PLACEMENT AREA 3-A STA. 160+00 TO STA. 174+76.18

31 C-26 CROSS SECTIONS - PLACEMENT AREA 3-A ACCESS DIKE STA. 0+00-A TO STA. 2+10.25-A 32 C-27 CROSS SECTIONS - PLACEMENT AREA 3-A TRAINING DIKE STA. 0+00-B TO STA. 6+00-B 33 C-28 CROSS SECTIONS - PLACEMENT AREA 3-A TRAINING DIKE STA. 7+00-B TO STA. 11+00-B 34 C-29 CROSS SECTIONS - PLACEMENT AREA 3-A TRAINING DIKE STA. 12+00-B TO STA. 14+39.69-B 35 C-30 CROSS SECTIONS - PLACEMENT AREA 3-A NEW TRAINING DIKE STA. 0+00-C TO STA. 2+97.41-C

36 C-31 EXCAVATION PLAN - PLACEMENT AREA NO. 1 AND 2 (PA 1-2) EXISTING STRUCTURE AND

EFFLUENT PIPE REMOVAL

37 C-32 CONSTRUCTION PLAN - PLACEMENT AREA NO. 1 AND 2 (PA 1-2) NEW ACCESS DIKE AND NEW

STRUCTURE LOCATION

38 C-33 CROSS SECTIONS - PA 1-2 EXISTING PERIMETER DIKE EXCAVATION STA. 243+50 TO STA. 0+75 39 C-34 CROSS SECTIONS - PA 1-2 EXISTING PERIMETER DIKE EXCAVATION STA. 1+00 TO STA. 2+50

40 C-35 CROSS SECTIONS - PA 1-2 NEW PERIMETER DIKE STA. 0+00-A TO STA. 1+83.85-A

41 C-36 CROSS SECTIONS - PA 1-2 NEW ACCESS DIKE STA. 0+05.50-B TO STA. 2+10-B

42 C-37 DEWATERING PLAN - PLACEMENT AREA NO. 10 (CELL A & B) (SCHEDULE NO. 1)

43 C-38 DEWATERING TYPICAL DETAILS

44 C-39 TYPICAL CROSS SECTIONS - CONTAINMENT DIKES - PLACEMENT AREAS 3-A AND 3-B

45 C-40 TYPICAL CROSS SECTIONS - SHORELINE PROTECTION BERM - PLACEMENT AREAS 3-A AND 3-B

46 C-41 MISCELLANEOUS EROSION PROTECTION

47 C-42 PLAN - RCP INSPECTION LOCATIONS

48 C-43 STORM WATER POLLUTION PREVENTION PLAN DETAILS

49 C-44 POLLUTION PREVENTION DETAILS

GEOTECHNICAL

50 B-01 BORING LOCATIONS - PLACEMENT AREA 1-2

51 B-02 BORING LOCATIONS - PLACEMENT AREA 3A

52 B-03 BORING LOCATIONS - PLACEMENT AREA 10

STRUCTURAL

53 S-01 PA 1-2 NEW DROP-OUTLET STRUCTURE

PROFILE AND TYPICAL DETAILS

54 S-02 PA 1-2 NEW DROP-OUTLET STRUCTURE

PLAN AND ELEVATION VIEW

55 S-03 PA 1-2 NEW DROP-OUTLET STRUCTURE

EROSION PREVENTION STEEL MEMBER DETAILS AND NOTES

56 S-04 PA 1-2 NEW DROP-OUTLET STRUCTURE

WALKWAY PLAN AND CONNECTION DETAILS

57 S-05 PA 1-2 NEW DROP-OUTLET STRUCTURE

GRATING PLAN AND MISCELLANEOUS DETAILS

58 S-06 PA 3-A NEW DROP-OUTLET STRUCTURE

PROFILE AND TYPICAL DETAILS

59 S-07 PA 3-A NEW DROP-OUTLET STRUCTURE

PLAN AND ELEVATION VIEW

60 S-08 PA 3-A NEW DROP-OUTLET STRUCTURE

CONCRETE SLAB DETAILS

61 S-09 PA 3-A NEW DROP-OUTLET STRUCTURE

WALKWAY PLAN AND CONNECTION DETAILS

62 S-10 PA 3-A NEW DROP-OUTLET STRUCTURE

GRATING PLAN AND MISCELLANEOUS DETAILS

63 S-11 PA 3-B NEW DROP-OUTLET STRUCTURE

PROFILE AND TYPICAL DETAILS

64 S-12 PA 3-B NEW DROP-OUTLET STRUCTURE

PLAN AND ELEVATION VIEW

65 S-13 PA 3-B NEW DROP-OUTLET STRUCTURE

CONCRETE SLAB DETAILS

66 S-14 PA 3-B NEW DROP-OUTLET STRUCTURE

WALKWAY PLAN AND CONNECTION DETAILS

67 S-15 PA 3-B NEW DROP-OUTLET STRUCTURE

GRATING PLAN AND MISCELLANEOUS DETAILS

67 67 -- Total Number of Drawings

INDEX OF DRAWINGS

POINT STATION NORTHING EASTING

POB 242+00.00 17,188,157.060 1,335,072.109

PI 242+76.29 17,188,155.630 1,334,995.837

PI 243+64.43 17,188,149.280 1,334,907.917

PI 244+75.76 17,188,136.680 1,334,797.304

PI 245+00.38 =

0+00 17,188,138.100 1,334,772.728

PI 0+31.90 17,188,142.470 1,334,741.126

PI 0+72.35 17,188,165.510 1,334,707.883

PI 0+85.75 17,188,175.680 1,334,699.156

PI 1+03.44 17,188,192.970 1,334,702.893

PI 1+67.57 17,188,252.050 1,334,727.845

PI 2+56.78 17,188,333.590 1,334,764.026

PI 3+33.49 17,188,403.490 1,334,795.632

POE 4+00.00 17,188,464.620 1,334,821.822

POB 0+00.00 17,188,144.380 1,334,864.910

POE 1+83.85 17,188,279.170 1,334,739.878

POB 0+00.00 17,188,193.560 1,334,819.293

POE 2+10.00 17,188,336.380 1,334,973.249

PLACEMENT AREA ALIGNMENT

PLACEMENT AREA NO. 1-2 - EXISTING CONTAINMENT DIKE

PLACEMENT AREA NO. 1-2 - NEW CONTAINMENT DIKE

PLACEMENT AREA NO. 1-2 - NEW STRUCTURE ACCESS DIKE

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

POINT STATION NORTHING EASTING

POB 0+00.00 17,186,390.020 1,402,867.970

PI 2+70.94 17,186,595.210 1,403,044.911

PI 3+49.43 17,186,646.480 1,403,104.341

PI 5+30.92 17,186,728.510 1,403,266.237

PI 6+94.08 17,186,802.340 1,403,411.739

PI 8+18.12 17,186,840.420 1,403,529.789

PI 9+67.30 17,186,875.130 1,403,674.870

PI 11+84.56 17,186,909.840 1,403,889.338

PI 14+03.64 17,186,935.080 1,404,106.960

PI 16+40.27 17,186,941.390 1,404,343.505

PI 18+54.83 17,186,947.710 1,404,557.973

PI 19+55.81 17,186,972.950 1,404,655.745

PI 22+24.36 17,187,032.900 1,404,917.522

PI 24+14.26 17,187,070.770 1,405,103.605

PI 25+03.47 17,187,083.390 1,405,191.915

PI 26+60.15 17,187,036.640 1,405,341.459

PI 32+42.14 17,186,468.080 1,405,217.146

PI 33+09.65 17,186,427.060 1,405,163.529

PI 33+75.51 17,186,408.120 1,405,100.451

PI 35+43.82 17,186,370.260 1,404,936.446

PI 38+05.18 17,186,291.370 1,404,687.284

PI 39+51.80 17,186,244.040 1,404,548.511

PI 41+28.34 17,186,187.240 1,404,381.352

PI 43+01.13 17,186,124.130 1,404,220.501

PI 44+63.35 17,186,051.560 1,404,075.420

PI 46+05.85 17,185,985.290 1,403,949.263

PI 47+13.30 17,185,915.870 1,403,867.260

PI 47+84.81 17,185,868.540 1,403,813.643

PI 49+04.50 17,185,830.680 1,403,700.101

PI 49+71.34 17,185,808.590 1,403,637.023

PI 50+15.95 17,185,777.030 1,403,605.483

PI 50+64.20 17,185,767.570 1,403,558.174

PI 51+32.04 17,185,753.060 1,403,491.903

POE 56+13.10 17,185,489.040 1,403,089.772

PLACEMENT AREA NO. 10, CELL-B

PLACEMENT AREA ALIGNMENT

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

POINT STATION NORTHING EASTING

POB 0+00.00 17,190,616.940 1,326,528.475

PI 0+34.95 17,190,651.330 1,326,522.234

PI 1+63.22 17,190,777.530 1,326,499.332

PI 2+14.34 17,190,820.270 1,326,471.279

PI 2+78.98 17,190,864.570 1,326,424.207

PI 3+57.00 17,190,885.170 1,326,348.954

PI 6+63.04 17,190,878.230 1,326,042.990

PI 9+71.31 17,190,865.440 1,325,734.992

PI 12+70.06 17,190,852.500 1,325,436.516

POE 14+71.35 17,190,852.030 1,325,235.232

POB 0+00.00 17,190,891.810 1,326,641.939

POE 2+93.06 17,190,885.170 1,326,348.954

POB 0+00.00 17,190,611.790 1,326,437.981

POE 1+41.23 17,190,753.020 1,326,438.086

PLACEMENT AREA NO. 3, CELL-B - EXISTING TRAINING DIKE

PLACEMENT AREA NO. 3, CELL-B - NEW TRAINING DIKE

PLACEMENT AREA NO. 3, CELL-B - STRUCTURE ACCESS DIKE

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

PLACEMENT AREA ALIGNMENT

POINT STATION NORTHING EASTING

POB 0+00.00 17,190,611.790 1,326,437.978

PI 0+38.61 17,190,612.550 1,326,399.371

PI 3+48.33 17,190,615.170 1,326,089.666

PI 6+45.27 17,190,612.640 1,325,792.741

PI 9+33.07 17,190,607.260 1,325,504.985

PI 12+41.66 17,190,604.700 1,325,196.412

PI 15+44.72 17,190,604.800 1,324,893.350

PI 18+43.58 17,190,605.630 1,324,594.488

PI 20+71.57 17,190,604.470 1,324,366.506

PI 21+72.06 17,190,581.460 1,324,268.679

PI 22+36.01 17,190,569.460 1,324,205.864

PI 22+82.37 17,190,597.830 1,324,169.204

PI 25+82.96 17,190,811.810 1,323,958.097

PI 27+16.12 17,190,904.080 1,323,862.084

PI 27+69.33 17,190,949.170 1,323,833.837

PI 28+14.99 17,190,992.840 1,323,847.185

PI 31+17.59 17,191,261.330 1,323,986.742

PI 34+20.00 17,191,529.240 1,324,127.026

PI 36+16.25 17,191,698.810 1,324,225.821

PI 37+36.02 17,191,795.300 1,324,296.773

PI 38+31.27 17,191,864.260 1,324,362.477

PI 40+83.71 17,192,030.190 1,324,552.719

PI 43+97.29 17,192,240.850 1,324,784.997

PI 47+00.48 17,192,449.190 1,325,005.262

PI 49+51.07 17,192,621.710 1,325,187.023

PI 50+07.12 17,192,654.470 1,325,232.492

PI 50+93.20 17,192,671.170 1,325,316.941

PI 52+42.89 17,192,670.810 1,325,466.627

PI 55+44.78 17,192,668.650 1,325,768.516

PI 58+61.00 17,192,668.320 1,326,084.731

PI 61+73.57 17,192,663.490 1,326,397.267

PI 64+72.67 17,192,664.250 1,326,696.364

PI 67+77.91 17,192,657.830 1,327,001.537

PI 70+80.38 17,192,655.700 1,327,303.999

PI 73+71.66 17,192,652.380 1,327,595.255

PI 76+73.60 17,192,650.380 1,327,897.192

PI 79+72.35 17,192,643.490 1,328,195.861

PI 80+41.34 17,192,614.870 1,328,258.638

PI 81+78.44 17,192,479.370 1,328,279.501

PI 83+52.72 17,192,305.160 1,328,284.521

PI 85+48.53 17,192,109.360 1,328,283.803

PI 86+10.94 17,192,056.330 1,328,316.712

PI 87+07.64 17,191,973.800 1,328,367.108

PI 88+53.05 17,191,832.420 1,328,333.059

PI 92+15.75 17,191,512.850 1,328,161.537

PI 93+54.42 17,191,380.940 1,328,118.783

PI 94+82.26 17,191,253.130 1,328,115.461

PI 97+83.27 17,190,952.120 1,328,116.409

PI 101+02.35 17,190,633.600 1,328,097.688

PI 101+61.77 17,190,579.300 1,328,073.547

PI 102+01.29 17,190,588.050 1,328,035.016

PI 102+96.94 17,190,597.940 1,327,939.875

PI 105+27.95 17,190,603.040 1,327,708.920

PI 105+53.22 17,190,628.290 1,327,709.737

PI 108+85.77 17,190,960.670 1,327,720.493

PI 109+15.26 17,190,988.510 1,327,710.784

PI 109+84.74 17,191,026.800 1,327,652.811

PI 111+60.68 17,191,078.380 1,327,484.601

PI 114+10.75 17,191,143.910 1,327,243.271

PI 114+47.25 17,191,146.290 1,327,206.842

PI 114+57.28 17,191,145.020 1,327,196.895

PI 115+14.69 17,191,147.290 1,327,139.530

PI 118+14.63 17,191,151.850 1,326,839.627

PI 119+69.27 17,191,149.790 1,326,684.997

PI 120+01.23 17,191,135.360 1,326,656.480

PI 120+57.13 17,191,083.120 1,326,636.592

PI 123+80.12 17,190,760.260 1,326,645.618

PI 124+36.87 17,190,703.520 1,326,646.887

PI 124+78.24 17,190,663.400 1,326,636.780

PI 125+15.56 17,190,639.700 1,326,607.951

PI 125+71.12 17,190,621.480 1,326,555.471

PI 126+21.86 17,190,613.060 1,326,505.430

PI 126+74.91 17,190,611.510 1,326,452.400

POE 126+89.34 17,190,611.790 1,326,437.978

PLACEMENT AREA ALIGNMENT

PLACEMENT AREA NO. 3, CELL-B - CONTAINMENT DIKE

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

POINT STATION NORTHING EASTING

POB 0+00.00 17,184,965.340 1,399,184.363

PI 0+32.08 17,184,994.540 1,399,197.640

PI 1+27.36 17,185,069.600 1,399,256.327

PI 2+88.00 17,185,179.890 1,399,373.131

PI 5+35.45 17,185,352.480 1,399,550.445

PI 8+01.26 17,185,536.630 1,399,742.136

PI 11+31.16 17,185,779.630 1,399,965.259

PI 12+05.56 17,185,820.550 1,400,027.401

PI 13+28.90 17,185,839.390 1,400,149.292

PI 15+68.98 17,185,782.740 1,400,382.588

PI 17+22.96 17,185,714.160 1,400,520.455

PI 19+12.55 17,185,694.330 1,400,709.009

PI 21+22.18 17,185,721.660 1,400,916.850

PI 22+08.14 17,185,761.010 1,400,993.272

PI 24+08.38 17,185,850.530 1,401,172.394

PI 26+34.05 17,185,921.930 1,401,386.468

PI 27+83.25 17,186,030.300 1,401,489.013

PI 29+34.66 17,186,099.430 1,401,623.716

PI 31+40.88 17,186,130.850 1,401,827.538

PI 33+11.32 17,186,185.410 1,401,989.007

PI 34+22.71 17,186,216.260 1,402,096.043

PI 37+43.24 17,186,281.510 1,402,409.856

PI 38+81.34 17,186,256.920 1,402,545.754

PI 39+29.16 17,186,262.160 1,402,593.284

PI 40+38.49 17,186,305.540 1,402,693.642

PI 41+94.74 17,186,380.770 1,402,830.581

PI 42+33.25 17,186,390.020 1,402,867.970

PI 42+70.23 17,186,360.620 1,402,890.393

PI 43+68.33 17,186,264.570 1,402,910.333

PI 44+18.70 17,186,216.250 1,402,924.559

PI 44+75.16 17,186,168.870 1,402,955.268

PI 45+43.13 17,186,110.670 1,402,990.387

PI 45+96.78 17,186,064.870 1,403,018.327

PI 46+77.37 17,185,987.080 1,403,039.365

PI 48+08.19 17,185,861.890 1,403,077.305

PI 49+78.84 17,185,697.290 1,403,122.364

PI 50+72.68 17,185,608.030 1,403,151.323

PI 50+95.67 17,185,585.180 1,403,153.841

PI 51+27.21 17,185,554.930 1,403,144.912

PI 52+13.13 17,185,489.040 1,403,089.772

PI 54+64.86 17,185,267.620 1,402,970.006

PI 57+96.98 17,184,999.210 1,402,774.410

PI 59+31.37 17,184,937.930 1,402,654.806

PI 61+90.26 17,184,761.170 1,402,465.649

PI 63+98.33 17,184,620.330 1,402,312.489

PI 65+54.85 17,184,520.170 1,402,192.210

PI 65+84.40 17,184,509.430 1,402,164.684

PI 66+08.36 17,184,504.660 1,402,141.199

PI 66+40.80 17,184,501.270 1,402,108.943

PI 66+76.27 17,184,498.490 1,402,073.581

PI 67+21.04 17,184,492.810 1,402,029.174

PI 67+80.56 17,184,486.710 1,401,969.965

PI 68+27.81 17,184,482.470 1,401,922.904

PI 68+58.60 17,184,478.920 1,401,892.325

PI 68+98.53 17,184,474.600 1,401,852.629

PLACEMENT AREA ALIGNMENT

PLACEMENT AREA NO. 10, CELL-A

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

POINT STATION NORTHING EASTING

PI 70+04.55 17,184,467.290 1,401,746.853

PI 71+71.15 17,184,446.570 1,401,581.546

PI 72+14.20 17,184,444.590 1,401,538.541

PI 72+81.11 17,184,447.870 1,401,471.712

PI 73+09.69 17,184,449.990 1,401,443.214

PI 73+89.71 17,184,450.710 1,401,363.197

PI 74+78.07 17,184,444.770 1,401,275.037

PI 75+71.65 17,184,437.070 1,401,181.775

PI 75+72.32 17,184,437.030 1,401,181.102

PI 76+69.87 17,184,431.050 1,401,083.741

PI 77+68.15 17,184,439.120 1,400,985.790

PI 78+69.12 17,184,445.070 1,400,885.001

PI 79+63.50 17,184,440.810 1,400,790.716

PI 80+58.82 17,184,442.940 1,400,695.415

PI 81+54.57 17,184,445.940 1,400,599.718

PI 82+80.79 17,184,454.980 1,400,473.814

PI 83+91.70 17,184,464.440 1,400,363.312

PI 85+02.18 17,184,472.650 1,400,253.134

PI 85+98.00 17,184,482.530 1,400,157.830

PI 87+08.03 17,184,496.830 1,400,048.733

PI 87+59.22 17,184,502.010 1,399,997.809

PI 87+97.43 17,184,502.360 1,399,959.600

PI 88+40.52 17,184,503.660 1,399,916.523

PI 88+99.44 17,184,501.000 1,399,857.671

PI 89+59.08 17,184,519.910 1,399,801.102

PI 90+39.82 17,184,548.980 1,399,725.778

PI 91+36.76 17,184,591.240 1,399,638.534

PI 92+31.91 17,184,651.260 1,399,564.707

PI 93+21.80 17,184,697.150 1,399,487.408

PI 94+20.17 17,184,726.510 1,399,393.524

PI 95+13.72 17,184,753.280 1,399,303.882

PI 95+73.10 17,184,773.340 1,399,247.996

PI 96+57.38 17,184,836.360 1,399,192.038

PI 96+93.55 17,184,870.020 1,399,178.781

PI 97+44.32 17,184,920.490 1,399,173.395

PI 97+56.12 17,184,932.170 1,399,175.147

PI 97+81.95 17,184,957.330 1,399,180.983

POE 97+90.64 17,184,965.340 1,399,184.363

PLACEMENT AREA ALIGNMENT

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

PLACEMENT AREA NO. 10, CELL-A

NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA

POB 0+00.00 17,189,930.090 1,329,543.984

PI 0+07.34 17,189,932.710 1,329,537.123

PI 0+21.23 17,189,937.850 1,329,524.219

PI 0+41.44 17,189,955.150 1,329,513.767

PI 0+66.35 17,189,979.530 1,329,508.696

PI 2+25.85 17,190,138.890 1,329,515.365

PI 5+42.13 17,190,453.870 1,329,544.055

PI 8+51.01 17,190,762.710 1,329,548.667

PI 11+64.61 17,191,076.310 1,329,550.026

PI 11+69.68 17,191,081.050 1,329,551.837

PI 11+98.15 17,191,081.780 1,329,523.377

PI 14+26.93 17,191,080.920 1,329,294.599

PI 17+29.37 17,191,077.630 1,328,992.182

PI 17+49.81 17,191,072.550 1,328,972.380

PI 17+74.64 17,191,050.740 1,328,960.519

PI 20+50.95 17,190,774.470 1,328,965.278

PI 23+62.62 17,190,462.800 1,328,964.642

PI 23+92.23 17,190,434.190 1,328,957.015

PI 24+34.09 17,190,411.890 1,328,921.588

PI 25+82.46 17,190,403.620 1,328,773.453

PI 26+22.15 17,190,387.780 1,328,737.061

PI 26+67.35 17,190,351.720 1,328,709.799

PI 26+94.63 17,190,333.340 1,328,689.643

PI 27+11.86 17,190,330.470 1,328,672.652

PI 28+72.03 17,190,388.640 1,328,523.422

PI 32+10.42 17,190,520.380 1,328,211.725

PI 33+12.46 17,190,560.400 1,328,117.863

PI 33+88.38 17,190,633.600 1,328,097.688

PI 37+07.46 17,190,952.120 1,328,116.409

PI 40+08.47 17,191,253.130 1,328,115.461

PI 41+36.39 17,191,381.000 1,328,118.714

PI 42+75.01 17,191,512.850 1,328,161.537

PI 46+37.71 17,191,832.420 1,328,333.059

PI 47+83.12 17,191,973.800 1,328,367.108

PI 48+84.83 17,191,999.380 1,328,465.546

PI 50+45.52 17,192,077.410 1,328,606.022

PI 50+67.81 17,192,086.460 1,328,626.393

PI 51+62.68 17,192,115.770 1,328,716.618

PI 53+35.72 17,192,116.990 1,328,889.652

PI 56+81.40 17,192,067.420 1,329,231.762

PI 59+15.99 17,192,025.180 1,329,462.514

PI 60+41.63 17,192,000.560 1,329,585.721

PI 62+26.83 17,191,956.640 1,329,765.638

PI 64+88.19 17,191,832.480 1,329,995.629

PI 67+25.66 17,191,622.910 1,330,107.309

PI 68+34.28 17,191,521.530 1,330,146.274

PI 70+64.65 17,191,346.280 1,330,295.807

PI 71+41.46 17,191,292.050 1,330,350.201

PI 72+58.23 17,191,237.610 1,330,453.508

PI 75+65.90 17,191,121.870 1,330,738.573

PI 78+78.45 17,190,989.970 1,331,021.932

PI 81+75.71 17,190,862.130 1,331,290.294

PI 82+35.64 17,190,835.950 1,331,344.205

PI 82+89.45 17,190,830.910 1,331,397.777

PI 85+35.89 17,190,777.230 1,331,638.305

PI 88+31.77 17,190,706.340 1,331,925.561

PI 91+39.10 17,190,638.160 1,332,225.242

PI 94+44.99 17,190,559.430 1,332,520.817

PI 96+31.83 17,190,502.880 1,332,698.900

PI 97+94.07 17,190,432.810 1,332,845.223

PI 100+40.02 17,190,297.250 1,333,050.442

PI 101+72.20 17,190,202.190 1,333,142.293

PI 103+27.29 17,190,073.070 1,333,228.196

PI 104+91.08 17,189,924.570 1,333,297.304

PI 106+62.49 17,189,762.760 1,333,353.850

PI 107+47.75 17,189,678.510 1,333,340.686

PI 108+47.88 17,189,585.300 1,333,304.127

PI 109+48.20 17,189,492.250 1,333,266.646

PI 110+90.46 17,189,361.760 1,333,209.985

PI 111+41.78 17,189,315.050 1,333,188.732

PI 111+93.42 17,189,266.390 1,333,171.405

PI 113+07.96 17,189,160.920 1,333,126.739

PI 113+90.28 17,189,085.620 1,333,093.473

PI 114+91.45 17,188,992.440 1,333,054.075

PI 115+91.78 17,188,900.700 1,333,013.451

PC 116+89.66 17,188,811.230 1,332,973.768

1 PI 117+34.58 17,188,770.170 1,332,955.554 50.00 73.20 83°52'41.99"

CC Right 17,188,831.510 1,332,928.062

PT 117+62.85 17,188,783.900 1,332,912.780

PI 118+37.02 17,188,806.570 1,332,842.158

PC 120+09.14 17,188,859.080 1,332,678.251

2 PI 120+53.62 17,188,872.650 1,332,635.889 50.00 72.71 83°18'57.76"

CC Right 17,188,906.700 1,332,693.505

PT 120+81.85 17,188,916.310 1,332,644.437

PC 121+92.66 17,189,025.050 1,332,665.733

3 PI 122+32.94 17,189,064.580 1,332,673.474 50.00 67.81 77°42'17.44"

CC Left 17,189,034.660 1,332,616.665

PT 122+60.47 17,189,080.560 1,332,636.503

PI 126+20.40 17,189,223.360 1,332,306.116

PLACEMENT AREA ALIGNMENT

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

PLACEMENT AREA NO. 3, CELL-A - CONTAINMENT DIKE

NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA

PC 127+01.86 17,189,255.130 1,332,231.102

4 PI 127+40.31 17,189,270.130 1,332,195.700 50.00 65.55 75°06'49.76"

CC Left 17,189,209.090 1,332,211.602

PT 127+67.41 17,189,239.760 1,332,172.116

PI 130+87.51 17,188,986.970 1,331,975.746

PC 133+25.72 17,188,778.330 1,331,860.799

5 PI 133+45.05 17,188,761.400 1,331,851.471 50.00 36.89 42°16'24.12"

CC Right 17,188,802.460 1,331,817.006

PRC 133+62.61 17,188,755.150 1,331,833.181

6 PI 133+81.71 17,188,748.970 1,331,815.111 50.00 36.48 41°48'25.44"

CC Left 17,188,707.840 1,331,849.355

PT 133+99.09 17,188,732.320 1,331,805.760

PC 134+37.59 17,188,698.750 1,331,786.907

7 PI 135+00.69 17,188,643.740 1,331,756.013 50.00 90.07 103°12'27.79"

CC Right 17,188,723.230 1,331,743.312

PT 135+27.66 17,188,686.390 1,331,709.515

PI 136+40.10 17,188,762.380 1,331,626.653

PI 139+42.72 17,188,968.690 1,331,405.252

PI 142+60.18 17,189,188.180 1,331,175.888

PI 143+58.46 17,189,252.990 1,331,102.013

PI 145+37.20 17,189,335.860 1,330,943.636

PI 145+74.09 17,189,347.720 1,330,908.703

PI 148+41.43 17,189,475.320 1,330,673.782

PI 148+78.10 17,189,501.010 1,330,647.625

PI 149+30.04 17,189,551.280 1,330,634.527

PI 151+93.59 17,189,814.820 1,330,632.460

PI 155+00.67 17,190,121.850 1,330,626.916

PI 158+06.79 17,190,427.970 1,330,627.065

PI 158+38.57 17,190,458.070 1,330,616.880

PI 158+88.45 17,190,468.750 1,330,568.153

PI 161+12.82 17,190,465.650 1,330,343.809

PI 164+16.06 17,190,462.900 1,330,040.577

PI 164+44.77 17,190,462.640 1,330,011.877

PI 164+88.78 17,190,433.240 1,329,979.127

PI 166+30.51 17,190,291.520 1,329,980.739

PI 168+80.79 17,190,041.240 1,329,982.268

PI 169+98.65 17,189,924.760 1,329,964.294

PI 170+39.40 17,189,888.210 1,329,946.267

PI 171+42.11 17,189,833.230 1,329,860.349

PI 171+87.54 17,189,830.860 1,329,814.974

PI 172+85.78 17,189,862.310 1,329,721.905

POE 174+76.18 17,189,930.090 1,329,543.984

PLACEMENT AREA ALIGNMENT

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

PLACEMENT AREA NO. 3, CELL-A - CONTAINMENT DIKE

POINT STATION NORTHING EASTING

POB 0+00.00 17,189,899.860 1,329,623.342

PI 0+21.46 17,189,920.240 1,329,630.064

PI 0+48.21 17,189,945.650 1,329,638.445

PI 1+05.23 17,189,991.670 1,329,672.096

PI 1+51.18 17,190,036.120 1,329,683.745

PI 2+92.25 17,190,176.450 1,329,698.214

PI 4+12.71 17,190,296.610 1,329,706.697

PI 5+92.83 17,190,476.520 1,329,715.274

PI 7+50.01 17,190,633.660 1,329,719.197

PI 9+28.12 17,190,811.760 1,329,718.021

PI 10+16.63 17,190,900.270 1,329,717.881

PI 11+76.49 17,191,060.110 1,329,720.316

POE 14+39.69 17,191,320.320 1,329,759.877

POB 0+00.00 17,191,081.050 1,329,551.837

POE 2+60.80 17,191,339.840 1,329,584.139

POB 0+00.00 17,190,462.640 1,330,011.877

POE 2+97.41 17,190,459.940 1,329,714.483

POB 0+00.00 17,189,934.670 1,329,532.205

POE 2+10.25 17,190,081.110 1,329,683.072

PLACEMENT AREA ALIGNMENT

PLACEMENT AREA NO. 3, CELL-A - TRAINING DIKE

PLACEMENT AREA NO. 3, CELL-A - SPUR DIKE

PLACEMENT AREA NO. 3, CELL-A - STRUCTURE ACCESS DIKE

PLACEMENT AREA NO. 3, CELL-A - NEW TRAINING DIKE

HORIZONTAL DATUM: TEXAS SOUTH ZONE, NAD83, U.S. SURVEY FEET

LOC. # LOCATION DESC. NORTHING EASTING

1 DRAIN 1,324,257 17,190,475

WEST END OF PA 3B 1,324,369 17,190,218

2 DRAIN 1,325,514 17,190,515

WEST OF PA 3B OUTFALL 1,325,514 17,190,314

3 PA 3B OUTFALL 1,326,439 17,190,629

1,326,440 17,190,139

4 DRAIN 1,328,152 17,190,476

BETWEEN PA 3A AND 3B 1,328,046 17,190,164

5 PA 3A OUTFALL 1,329,532 17,189,935

1,329,418 17,189,651

6 DRAIN 1,329,951 17,189,685

EAST OF PA 3A OUTFALL 1,329,843 17,189,421

7 PA 1-2 OUTFALL 1,334,465 17,187,438

AND DRAIN 1,334,252 17,186,960

RCP INSPECTION LOCATIONS

FILTER DAM NOTES:

A. TYPES OF FILTER DAMS:

1. TYPE 1 (NON-REINFORCED):

a. HEIGHT - 18-24 INCHES. MEASURE VERTICALLY FROM EXISTING

GROUND TO TOP OF FILTER DAM.

b. TOP WIDTH - 2 FEET (MINIMUM).

c. SLOPES - 2:1 (MAXIMUM).

2. TYPE 2 (REINFORCED):

a. HEIGHT - 18-36 INCHES. MEASURE VERTICALLY FROM EXISTING

GROUND TO TOP OF FILTER DAM.

b. TOP WIDTH - 2 FEET (MINIMUM).

c. SLOPES - 2:1 (MAXIMUM).

3. TYPE 3 (REINFORCED):

a. HEIGHT - 36-48 INCHES. MEASURE VERTICALLY FROM EXISTING

GROUND TO TOP OF FILTER DAM.

b. TOP WIDTH - 2 FEET (MINIMUM).

c. SLOPES - 3:1 (MAXIMUM).

4. TYPE 4 (GABION):

a. HEIGHT - 30 INCHES (MINIMUM). MEASURE VERTICALLY FROM EXISTING

GROUND TO TOP OF FILTER DAM.

b. TOP WIDTH - 2 FEET (MINIMUM).

5. TYPE 5.

a. AS SHOWN ON THE PLANS.

B. CONSTRUCT FILTER DAMS ACCORDING TO THE FOLLOWING CRITERIA UNLESS

SHOWN OTHERWISE ON THE PLANS:

1. TYPE 2 AND 3 FILTER DAMS:

a. SECURE WITH 20 GAUGE GALVANIZED WOVEN WIRE MESH WITH 1 INCH

DIAMETER HEXAGONAL OPENINGS.

2. GRANULAR FILL:

a. PLACE ON MESH TO HEIGHT AND SLOPES SHOWN ON PLANS OR AS

SPECIFIED BY THE ENGINEER.

b. 3-5 INCHES FOR ROCK FILTER DAM TYPES 1, 2, AND 4; AND 4-8 INCHES

FOR ROCK FILTER DAM TYPE 3. REFER TO GRANULAR FILL IN

SPECIFICATION SECTION NO. 02378-RIPRAP AND GRANULAR FILL.

3. WIRE MESH:

a. FOLD AT UPSTREAM SIDE OVER GRANULAR FILL AND TIGHTLY SECURE

TO ITSELF ON THE DOWNSTREAM SIDE USING WIRE TIES OR HOG

RINGS.

4. IN STREAMS:

a. SECURE OR STAKE MESH TO STREAM BED PRIOR TO AGGREGATE

PLACEMENT.

5. SEE SPECIFICATION SECTION NO. 02364-FILTER DAMS.

6. EMBED ONE FOOT MINIMUM INTO SLOPE AND AT SLOPE RAISE ONE FOOT

HIGHER THAN CENTER OF DEPRESSED AREA.

SAMPLING

NO. TYPE LOCATION

DESC. STATION NORTHING EASTING GROUND

ELEVATION

SMAPLING

DEPTH

PLACEMENT AREA NO. 1-2

17B-1-01 AUGER DIKE C/L 0+00 1,334,759 17,188,139 23.88 60

17B-1-02 AUGER DIKE C/L 20+00 1,335,462 17,189,941 23.78 60

17B-1-03 AUGER DIKE C/L 40+00 1,336,200 17,191,796 24.10 60

17B-1-04 AUGER DIKE C/L 60+00 1,337,166 17,193,443 23.65 60

17B-1-05 AUGER DIKE C/L 80+00 1,339,131 17,193,811 23.40 60

17B-1-06 AUGER DIKE C/L 100+00 1,341,019 17,194,466 23.40 60

17B-1-07 AUGER DIKE C/L 120+00 1,340,677 17,192,957 23.75 60

17B-1-08 AUGER DIKE C/L 140+00 1,339,635 17,191,250 23.83 60

17B-1-09 AUGER DIKE C/L 160+00 1,341,114 17,190,486 24.04 60

17B-1-10 AUGER DIKE C/L 180+00 1,340,985 17,188,718 23.68 60

17B-1-11 AUGER DIKE C/L 200+00 1,339,244 17,188,214 23.79 60

17B-1-12 AUGER DIKE C/L 220+00 1,337,248 17,188,212 24.04 60

17B-1-13 AUGER DIKE C/L 235+00 1,335,749 17,188,177 23.59 60

17CPT-1-01 CPT DIKE OS TOE 0+00 1,334,743 17,188,093 0.00 40

17CPT-1-02 CPT DIKE C/L 10+00 1,335,063 17,189,024 23.54 60

17CPT-1-03 CPT DIKE IS TOE 20+00 1,335,510 17,189,922 23.54 40

17CPT-1-04 CPT DIKE C/L 30+00 1,335,828 17,190,870 23.77 60

17CPT-1-05 CPT DIKE OS TOE 40+00 1,336,141 17,191,812 6.55 40

17CPT-1-06 CPT DIKE C/L 50+00 1,336,514 17,192,745 23.76 60

17CPT-1-07 CPT DIKE IS TOE 60+00 1,337,173 17,193,420 23.65 40

17CPT-1-08 CPT DIKE C/L 70+00 1,338,150 17,193,622 23.61 60

17CPT-1-09 CPT DIKE OS TOE 80+00 1,339,110 17,193,869 7.41 40

17CPT-1-10 CPT DIKE C/L 90+00 1,340,063 17,194,173 23.41 60

17CPT-1-11 CPT DIKE IS TOE 100+00 1,341,026 17,194,439 23.41 40

17CPT-1-12 CPT DIKE C/L 110+00 1,341,207 17,193,805 23.70 60

17CPT-1-13 CPT DIKE OS TOE 120+00 1,340,725 17,192,928 7.41 40

17CPT-1-14 CPT DIKE C/L 130+00 1,340,159 17,192,102 23.43 60

17CPT-1-15 CPT DIKE IS TOE 140+00 1,339,594 17,191,272 16.89 40

17CPT-1-16 CPT DIKE C/L 150+00 1,340,388 17,190,857 23.47 60

17CPT-1-17 CPT DIKE OS TOE 160+00 1,341,150 17,190,482 14.99 40

17CPT-1-18 CPT DIKE C/L 170+00 1,341,479 17,189,584 23.90 60

17CPT-1-19 CPT DIKE IS TOE 180+00 1,340,963 17,188,731 17.50 40

17CPT-1-20 CPT DIKE C/L 190+00 1,340,244 17,188,236 23.96 60

17CPT-1-21 CPT DIKE OS TOE 200+00 1,339,245 17,188,161 10.88 40

17CPT-1-22 CPT DIKE C/L 210+00 1,338,244 17,188,190 23.60 60

17CPT-1-23 CPT DIKE IS TOE 220+00 1,337,247 17,188,253 11.30 40

17CPT-1-24 CPT DIKE C/L 230+00 1,336,248 17,188,191 23.28 60

17CPT-1-25 CPT DIKE OS TOE 235+00 1,335,750 17,188,119 11.29 40

SOIL SAMPLING LOCATIONS

DESC. STATION NORTHING EASTING GROUND

ELEVATION

SMAPLING

DEPTH

PLACEMENT AREA NO. 3A

17B-3A-01 AUGER DIKE C/L 0+00 1,329,537 17,189,933 11.05 60

17B-3A-02 AUGER DIKE C/L 20+00 1,328,965 17,190,818 12.25 60

17B-3A-03 AUGER DIKE C/L 40+00 1,328,115 17,191,253 18.11 60

17B-3A-04 AUGER DIKE C/L 60+00 1,329,552 17,192,007 10.79 60

17B-3A-05 AUGER DIKE C/L 80+00 1,331,138 17,190,935 9.45 60

17B-3A-06 AUGER DIKE C/L 100+00 1,333,023 17,190,315 9.93 60

17B-3A-07 AUGER DIKE C/L 120+00 1,332,685 17,188,858 11.94 60

17B-3A-08 AUGER DIKE C/L 140+00 1,331,425 17,188,950 11.17 60

17B-3A-09 AUGER DIKE C/L 160+00 1,330,541 17,190,468 11.52 60

17B-3A-10 AUGER BORROW-IS 400' 37+00 1,328,515 17,190,921 25

17B-3A-11 AUGER BORROW-IS 400' 143+00 1,331,410 17,189,515 25

17B-3A-12 AUGER BORROW-IS 500' 109+00 1,332,821 17,189,724 25

17CPT-3A-01 CPT DIKE OS TOE 0+00 1,329,531 17,189,917 11.07 40

17CPT-3A-02 CPT DIKE C/L 10+00 1,329,549 17,190,919 11.07 60

17CPT-3A-03 CPT DIKE IS TOE 20+00 1,328,946 17,190,818 13.14 40

17CPT-3A-04 CPT DIKE C/L 30+00 1,328,399 17,190,441 13.14 60

17CPT-3A-05 CPT DIKE OS TOE 40+00 1,328,083 17,191,252 16.29 40

17CPT-3A-06 CPT DIKE C/L 50+00 1,328,573 17,192,059 16.29 60

17CPT-3A-07 CPT DIKE IS TOE 60+00 1,329,546 17,191,976 9.45 40

17CPT-3A-08 CPT DIKE C/L 70+00 1,330,259 17,191,390 9.45 60

17CPT-3A-09 CPT DIKE OS TOE 80+00 1,331,151 17,190,961 11.52 40

17CPT-3A-10 CPT DIKE C/L 90+00 1,332,097 17,190,668 11.52 60

17CPT-3A-11 CPT DIKE IS TOE 100+00 1,333,012 17,190,297 12.13 40

17CPT-3A-12 CPT DIKE C/L 110+00 1,333,243 17,189,438 12.13 60

17CPT-3A-13 CPT DIKE OS TOE 120+00 1,332,684 17,188,854 9.70 40

17CPT-3A-14 CPT DIKE C/L 130+00 1,332,072 17,188,969 9.70 60

17CPT-3A-15 CPT DIKE IS TOE 140+00 1,331,439 17,188,965 12.16 40

17CPT-3A-16 CPT DIKE C/L 150+00 1,330,638 17,189,537 12.16 60

17CPT-3A-17 CPT DIKE OS TOE 160+00 1,330,542 17,190,453 11.31 40

17CPT-3A-18 CPT DIKE C/L 170+00 1,329,977 17,190,006 11.31 60

17CPT-3A-19 CPT BORROW-IS 200' 39+00 1,328,316 17,191,145 25

17CPT-3A-20 CPT BORROW-IS 600' 39+00 1,328,716 17,191,147 25

17CPT-3A-21 CPT BORROW-IS 200' 28+50 1,328,617 17,190,567 25

17CPT-3A-22 CPT BORROW-IS 250' 153+00 1,330,881 17,189,926 25

17CPT-3A-23 CPT BORROW-IS 900' 153+00 1,331,530 17,189,937 25

17CPT-3A-24 CPT BORROW-IS 350' 139+00 1,331,675 17,189,196 25

17CPT-3A-25 CPT BORROW-IS 250' 97+00 1,332,652 17,190,248 25

17CPT-3A-26 CPT BORROW-IS 300' 113+00 1,332,854 17,189,285 25

DESC. STATION NORTHING EASTING GROUND

ELEVATION

SMAPLING

DEPTH

PLACEMENT AREA NO. 10

17B-10-08 AUGER DIKE C/L 0+00-B 1,402,868 17,186,390 60

17B-10-09 AUGER DIKE C/L 20+00-B 1,404,699 17,186,983 60

17B-10-10 AUGER DIKE C/L 40+00-B 1,404,503 17,186,229 60

17B-10-11 AUGER BORROW-IS 300' 22+00-B 1,404,961 17,186,735 25

17B-10-12 AUGER BORROW-IS 300' 48+00-B 1,403,704 17,186,148 25

17B-10-13 AUGER IS 150' 74+00 1,401,343 17,184,600 80

17B-10-14 AUGER IS 150' 86+00 1,401,343 17,184,600 80

17B-10-15 AUGER OS 300' 11+00 1,400,175 17,184,632 60

17B-10-16 AUGER OS 600' 4+50 1,399,723 17,185,960 60

17CPT-10-19 CPT DIKE IS TOE 10+00-B 1,399,071 17,185,723 60

17CPT-10-20 CPT DIKE IS TOE 30+00-B 1,403,707 17,186,880 60

17CPT-10-21 CPT DIKE IS TOE 50+00-B 1,405,269 17,186,705 60

17CPT-10-22 CPT BORROW-IS 300' 5+00-B 1,403,617 17,185,788 25

17CPT-10-23 CPT BORROW-IS 300' 41+00-B 1,403,374 17,186,447 25

17CPT-10-24 CPT IS 150' 68+00 1,404,312 17,186,480 80

17CPT-10-25 CPT IS 150' 80+00 1,400,758 17,184,592 80

17CPT-10-26 CPT OS 100' 1+00 1,399,161 17,185,110 60

DESCRIPTION NEW STRUCTURE

NO. OF DROP-OUTLET STRUCTURES 1

NO. OF BAYS (PER STRUCTURE) 5

PIPE(S) PER STRUCTURE 2

PILE TIP ELEVATION REFUSAL

THE CONCRETE SLAB ELEVATION + 10'

TOP OF THE GRATING ELEVATION + 28'

MATERIAL TYPE STEEL

DIAMETER OF THE PIPES 48" OD

LENGTH OF THE PIPE (FT) 260'+/-

PIPE ENTRY INVERT EL. + 10.04'

PIPE OUTFALL EXIT INVERT EL. + 4.0'+/-

WALKWAY LENGTH (FT) + 37' +/-

TABLE 1 - PA 1-2

NO. OF BAYS (PER STRUCTURE) 5

PIPE(S) PER STRUCTURE 3

PILE TIP ELEVATION REFUSAL

THE CONCRETE SLAB ELEVATION + 7'

TOP OF THE GRATING ELEVATION + 18'

MATERIAL TYPE STEEL

DIAMETER OF THE PIPES 36" OD

LENGTH OF THE PIPE (FT) 177.5'+/-

PIPE ENTRY INVERT EL. + 7.1'

PIPE OUTFALL EXIT INVERT EL. + 0.8'+/-

TABLE 2 - PA 3-A

NO. OF BAYS (PER STRUCTURE) 5

PIPE(S) PER STRUCTURE 3

PILE TIP ELEVATION REFUSAL

THE CONCRETE SLAB ELEVATION + 9'

TOP OF THE GRATING ELEVATION + 27'

MATERIAL TYPE STEEL

DIAMETER OF THE PIPES 36" OD

LENGTH OF THE PIPE (FT) 126.5'+/-

PIPE ENTRY INVERT EL. + 9.1'

PIPE OUTFALL EXIT INVERT EL. + 0.8'+/-

TABLE 3 - PA 3-B