B3_W9126G-17-B-0005-Plans.pdf

NAME PID EASTING (X)

NAD-83 TX-S

NORTHING (Y)

NAD-83 TX-S

ELEV

(NAVD88)

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

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

CONTROL MONUMENTS - TEXAS SOUTH ZONE

NAD83, TEXAS SOUTH ZONE, US SURVEY FEET

Corpus Survey Area

STATION NORTHING EASTING STATION NORTHING EASTING STATION NORTHING EASTING STATION NORTHING EASTING

0+00.00 17,204,711.88 1,388,458.84 84+29.65 17,197,205.64 1,391,643.78 180+12.06 17,202,486.75 1,386,982.63 299+92.75 17,206,916.26 1,387,130.98 2+21.95 17,204,504.76 1,388,538.62 85+91.40 17,197,062.41 1,391,718.92 181+25.83 17,202,591.14 1,386,937.42 300+59.42 17,206,888.26 1,387,191.48 3+13.93 17,204,414.53 1,388,556.45 87+53.40 17,196,916.64 1,391,789.61 181+99.92 17,202,661.80 1,386,915.13 301+13.24 17,206,863.43 1,387,239.24 5+04.87 17,204,227.21 1,388,593.47 88+78.17 17,196,803.33 1,391,841.83 182+98.67 17,202,758.56 1,386,895.39 301+88.58 17,206,834.15 1,387,308.65 6+05.74 17,204,131.58 1,388,625.55 90+03.74 17,196,690.02 1,391,895.96 184+22.37 17,202,880.78 1,386,876.28 302+76.41 17,206,790.86 1,387,385.07 7+09.93 17,204,036.89 1,388,669.01 91+17.34 17,196,588.17 1,391,946.27 184+98.56 17,202,955.89 1,386,863.54 303+36.82 17,206,758.40 1,387,436.02 8+11.58 17,203,946.66 1,388,715.82 91+54.70 17,196,553.80 1,391,960.92 185+70.04 17,203,025.28 1,386,846.35 303+91.77 17,206,720.84 1,387,476.14 9+13.42 17,203,869.16 1,388,781.89 91+99.48 17,196,509.24 1,391,965.37 186+55.74 17,203,108.03 1,386,824.06 304+73.65 17,206,655.27 1,387,525.17

10+64.40 17,203,772.40 1,388,897.79 92+46.30 17,196,463.41 1,391,955.82 187+74.92 17,203,221.34 1,386,787.13 305+45.75 17,206,592.25 1,387,560.20 11+68.83 17,203,708.74 1,388,980.58 92+83.90 17,196,430.31 1,391,937.99 189+42.23 17,203,379.21 1,386,731.72 306+20.67 17,206,524.14 1,387,591.40 11+99.32 17,203,694.10 1,389,007.33 93+23.97 17,196,401.66 1,391,909.97 190+54.56 17,203,486.15 1,386,697.33 307+05.51 17,206,448.39 1,387,629.61 13+23.36 17,203,618.99 1,389,106.03 93+86.64 17,196,374.93 1,391,853.29 191+40.29 17,203,563.81 1,386,661.03 307+61.32 17,206,396.19 1,387,649.35 15+49.51 17,203,475.13 1,389,280.52 94+42.85 17,196,370.47 1,391,797.25 192+11.75 17,203,628.10 1,386,629.83 308+25.43 17,206,332.54 1,387,657.00 16+50.86 17,203,405.74 1,389,354.40 96+39.14 17,196,362.83 1,391,601.11 192+83.39 17,203,694.30 1,386,602.45 308+92.42 17,206,265.70 1,387,661.45 17+02.65 17,203,368.18 1,389,390.06 97+96.44 17,196,363.47 1,391,443.82 193+65.38 17,203,773.87 1,386,582.71 309+45.95 17,206,212.23 1,387,664.00 17+27.76 17,203,346.54 1,389,402.79 99+08.67 17,196,369.20 1,391,331.73 194+32.01 17,203,836.89 1,386,561.05 309+99.26 17,206,160.03 1,387,674.83 17+48.61 17,203,326.17 1,389,407.25 100+39.98 17,196,388.29 1,391,201.82 195+09.00 17,203,907.55 1,386,530.49 310+59.06 17,206,105.92 1,387,700.30 17+69.71 17,203,305.17 1,389,405.34 103+84.93 17,196,453.22 1,390,863.03 195+58.84 17,203,951.47 1,386,506.92 311+18.55 17,206,062.00 1,387,740.42 17+95.62 17,203,282.25 1,389,393.24 104+46.39 17,196,464.04 1,390,802.53 196+32.13 17,204,011.95 1,386,465.53 312+01.08 17,206,013.62 1,387,807.29 19+00.68 17,203,195.04 1,389,334.65 105+28.08 17,196,475.50 1,390,721.66 197+18.39 17,204,088.97 1,386,426.68 312+47.05 17,205,986.25 1,387,844.22 19+42.41 17,203,156.21 1,389,319.37 106+40.20 17,196,478.68 1,390,609.58 198+31.05 17,204,194.00 1,386,385.93 313+01.35 17,205,944.24 1,387,878.61 19+88.46 17,203,110.38 1,389,314.91 107+69.50 17,196,476.14 1,390,480.30 199+01.38 17,204,257.02 1,386,354.72 313+44.70 17,205,906.68 1,387,900.26 20+19.07 17,203,079.82 1,389,316.82 108+89.02 17,196,465.95 1,390,361.21 199+55.37 17,204,299.67 1,386,321.61 314+04.90 17,205,850.02 1,387,920.64 20+86.70 17,203,014.26 1,389,333.38 110+06.34 17,196,460.22 1,390,244.04 200+22.63 17,204,350.60 1,386,277.67 314+85.64 17,205,773.00 1,387,944.84 21+60.40 17,202,944.87 1,389,358.22 110+92.32 17,196,461.50 1,390,158.07 201+21.25 17,204,421.89 1,386,209.53 316+11.06 17,205,656.51 1,387,991.33 22+38.93 17,202,871.03 1,389,384.96 111+67.85 17,196,469.14 1,390,082.92 202+12.56 17,204,480.46 1,386,139.48 317+46.08 17,205,530.47 1,388,039.73 22+98.84 17,202,813.10 1,389,400.25 112+26.86 17,196,487.60 1,390,026.88 202+65.69 17,204,518.01 1,386,101.90 317+98.94 17,205,481.63 1,388,059.96 23+57.36 17,202,755.18 1,389,408.53 112+86.46 17,196,526.43 1,389,981.67 203+25.19 17,204,571.48 1,386,075.79 318+74.23 17,205,412.07 1,388,088.76 24+45.85 17,202,666.69 1,389,407.25 113+88.73 17,196,601.54 1,389,912.25 204+52.62 17,204,689.89 1,386,028.67 319+99.53 17,205,298.76 1,388,142.26 26+06.54 17,202,506.28 1,389,397.70 115+18.47 17,196,696.39 1,389,823.73 205+61.74 17,204,791.10 1,385,987.91 322+83.07 17,205,037.77 1,388,253.06 26+81.66 17,202,431.17 1,389,397.70 116+47.97 17,196,804.99 1,389,753.18 206+86.81 17,204,906.95 1,385,940.79 323+32.97 17,204,994.49 1,388,277.90 27+46.11 17,202,366.87 1,389,402.16 117+91.58 17,196,926.11 1,389,676.03 207+86.70 17,204,999.25 1,385,902.58 323+85.08 17,204,951.84 1,388,307.83 28+09.91 17,202,304.49 1,389,415.53 119+06.96 17,197,030.51 1,389,626.91 208+95.55 17,205,098.56 1,385,858.00 324+63.54 17,204,893.27 1,388,360.05 28+88.02 17,202,230.65 1,389,441.00 119+85.90 17,197,097.44 1,389,585.06 211+10.14 17,205,296.53 1,385,775.21 325+38.42 17,204,834.07 1,388,405.90 29+81.76 17,202,143.44 1,389,475.39 121+65.83 17,197,258.94 1,389,505.73 212+92.74 17,205,456.94 1,385,687.97 326+13.66 17,204,765.32 1,388,436.47 30+69.71 17,202,061.96 1,389,508.51 123+58.87 17,197,425.54 1,389,408.20 214+26.62 17,205,574.71 1,385,624.28 32+21.35 17,201,923.19 1,389,569.64 124+08.16 17,197,463.01 1,389,376.18 214+84.31 17,205,620.54 1,385,589.26 0+00.00-A 17,204,414.53 1,388,556.45 32+96.80 17,201,855.72 1,389,603.39 125+70.04 17,197,608.14 1,389,304.49 215+32.48 17,205,654.28 1,385,554.87 1+49.33-A 17,204,371.07 1,388,413.59 34+02.61 17,201,765.96 1,389,659.43 127+77.11 17,197,785.65 1,389,197.87 215+86.87 17,205,688.01 1,385,512.20 1+91.12-A 17,204,359.06 1,388,373.56 34+94.59 17,201,694.03 1,389,716.75 130+04.38 17,197,994.08 1,389,107.26 216+44.98 17,205,721.11 1,385,464.44 2+59.65-A 17,204,340.15 1,388,307.69 35+92.88 17,201,620.82 1,389,782.34 141+79.21 17,199,086.88 1,388,675.95 218+62.75 17,205,845.85 1,385,285.94 2+81.90-A 17,204,338.69 1,388,285.50 36+87.90 17,201,552.08 1,389,847.93 142+59.50 17,199,158.81 1,388,640.28 221+67.19 17,205,883.45 1,384,983.84 3+05.59-A 17,204,343.06 1,388,262.21 38+00.45 17,201,472.51 1,389,927.54 143+17.02 17,199,209.73 1,388,613.54 226+77.61 17,205,983.47 1,384,483.31 3+28.91-A 17,204,352.15 1,388,240.74 38+78.07 17,201,413.94 1,389,978.48 144+16.09 17,199,293.12 1,388,560.04 232+12.39 17,206,180.06 1,383,985.98 3+61.07-A 17,204,374.70 1,388,217.81 39+25.22 17,201,375.11 1,390,005.23 145+94.65 17,199,443.99 1,388,464.52 236+65.97 17,206,407.73 1,383,593.68 3+94.43-A 17,204,404.17 1,388,202.16 39+90.21 17,201,318.46 1,390,037.07 146+66.68 17,199,508.28 1,388,432.04 239+48.23 17,206,511.74 1,383,331.28 4+50.25-A 17,204,454.73 1,388,178.51 40+81.42 17,201,238.89 1,390,081.65 147+47.68 17,199,582.76 1,388,400.20 245+35.06 17,206,570.08 1,382,747.35 5+11.45-A 17,204,510.38 1,388,153.04 42+03.46 17,201,126.85 1,390,130.05 148+44.83 17,199,676.33 1,388,374.09 246+76.70 17,206,711.72 1,382,747.59 6+59.07-A 17,204,644.24 1,388,090.81 44+46.37 17,200,907.24 1,390,233.85 149+45.33 17,199,775.00 1,388,354.99 248+65.13 17,206,891.62 1,382,803.63 8+42.84-A 17,204,811.20 1,388,014.03 46+05.30 17,200,767.20 1,390,308.99 150+44.79 17,199,869.85 1,388,325.06 252+40.78 17,207,236.76 1,382,951.92 9+66.94-A 17,204,924.69 1,387,963.81 47+41.72 17,200,646.89 1,390,373.31 151+30.49 17,199,946.23 1,388,286.21 256+27.35 17,207,607.55 1,383,061.22 10+91.08-A 17,205,035.27 1,387,907.40 48+53.42 17,200,545.04 1,390,419.17 152+69.79 17,200,072.91 1,388,228.26 263+86.71 17,207,790.67 1,383,798.17 11+40.59-A 17,205,083.65 1,387,896.85 49+30.54 17,200,472.47 1,390,445.27 154+80.85 17,200,264.51 1,388,139.74 273+87.84 17,207,938.33 1,384,788.36 12+07.49-A 17,205,142.58 1,387,865.19 50+63.89 17,200,348.98 1,390,495.58 156+69.21 17,200,436.38 1,388,062.68 278+88.71 17,207,890.03 1,385,286.89 12+68.97-A 17,205,199.32 1,387,841.54 54+20.04 17,200,015.42 1,390,620.40 158+24.10 17,200,573.88 1,387,991.36 280+22.72 17,207,840.24 1,385,411.31 13+31.09-A 17,205,258.61 1,387,822.98 55+40.07 17,199,902.75 1,390,661.80 160+09.29 17,200,742.57 1,387,914.94 284+95.66 17,207,586.15 1,385,810.20 14+07.83-A 17,205,331.73 1,387,799.69 57+48.26 17,199,708.60 1,390,736.94 162+52.02 17,200,963.46 1,387,814.32 285+21.05 17,207,574.00 1,385,832.50 14+28.56-A 17,205,352.46 1,387,799.69 60+03.61 17,199,470.52 1,390,829.28 165+09.47 17,201,190.71 1,387,693.33 287+10.14 17,207,481.53 1,385,997.43 14+64.22-A 17,205,373.56 1,387,828.44 61+98.31 17,199,289.10 1,390,899.97 166+72.11 17,201,333.94 1,387,616.27 288+04.16 17,207,436.97 1,386,080.22 15+02.00-A 17,205,391.75 1,387,861.55 62+93.55 17,199,199.35 1,390,931.81 167+25.44 17,201,382.95 1,387,595.26 288+66.83 17,207,407.69 1,386,135.62 15+35.59-A 17,205,404.84 1,387,892.48 64+00.41 17,199,096.22 1,390,959.83 168+20.25 17,201,470.80 1,387,559.59 289+46.12 17,207,363.13 1,386,201.22 17+19.82-A 17,205,481.63 1,388,059.96 64+95.08 17,199,003.92 1,390,980.84 170+12.01 17,201,656.67 1,387,512.47 290+35.72 17,207,306.48 1,386,270.63 66+36.83 17,198,867.06 1,391,017.78 170+76.83 17,201,718.42 1,387,492.73 291+14.30 17,207,258.73 1,386,333.04 0+00.00-B 17,205,352.46 1,387,799.69 67+91.78 17,198,715.56 1,391,050.26 171+37.85 17,201,774.44 1,387,468.53 292+06.90 17,207,210.36 1,386,412.00 0+40.99-B 17,205,355.84 1,387,758.84 69+07.46 17,198,600.98 1,391,066.18 172+14.86 17,201,839.37 1,387,427.13 292+73.52 17,207,175.34 1,386,468.68 1+13.09-B 17,205,345.29 1,387,687.51 70+39.11 17,198,471.12 1,391,087.83 173+25.74 17,201,921.48 1,387,352.63 293+65.47 17,207,120.60 1,386,542.55 2+03.80-B 17,205,326.74 1,387,598.72 72+09.28 17,198,303.07 1,391,114.58 174+07.26 17,201,977.50 1,387,293.40 294+45.19 17,207,079.22 1,386,610.69 3+45.11-B 17,205,286.50 1,387,463.26 72+93.42 17,198,221.59 1,391,135.59 174+97.18 17,202,035.43 1,387,224.62 295+33.19 17,207,039.12 1,386,689.02 5+10.04-B 17,205,224.12 1,387,310.58 73+91.69 17,198,132.47 1,391,176.99 175+62.58 17,202,084.44 1,387,181.32 296+22.80 17,207,009.84 1,386,773.72 7+03.34-B 17,205,155.05 1,387,130.04 75+64.81 17,197,979.06 1,391,257.23 176+33.44 17,202,144.91 1,387,144.38 297+25.52 17,206,983.74 1,386,873.06 8+72.95-B 17,205,085.99 1,386,975.13 77+55.70 17,197,811.64 1,391,348.93 177+10.53 17,202,211.12 1,387,104.90 298+25.82 17,206,965.92 1,386,971.77 10+03.64-B 17,205,032.51 1,386,855.89 79+88.59 17,197,603.49 1,391,453.37 178+65.85 17,202,353.07 1,387,041.86 299+22.84 17,206,940.45 1,387,065.39

PLACEMENT AREA ALIGNMENT DATA

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

CORPUS CHRISTI SHIP CHANNEL - PLACEMENT AREA NO. 13

TRAINING DIKE LOOP

TRAINING DIKE

PA-13 PERIMETER DIKE PA-13 PERIMETER DIKE PA-13 PERIMETER DIKEPA-13 PERIMETER DIKE

SHEET #

of 59

DWG.

NO. TITLE

GENERAL

1 COVER SHEET

2 G-02 LOCATION PLAN AND LEGEND

3 G-03 INDEX OF DRAWINGS, GENERAL NOTES, CONTROL, AND ALIGNMENT TABLES

CIVIL-SITE

4 C-01 PLAN - PLACEMENT AREA NO. 13

5 C-02 CONSTRUCTION PLAN - PLACEMENT AREA NO. 13

6 C-03 TYPICAL SECTIONS

7 C-04 CROSS SECTIONS STA. 0+00 TO STA. 14+00

8 C-05 CROSS SECTIONS STA. 16+00 TO STA. 30+00

9 C-06 CROSS SECTIONS STA. 32+00 TO STA. 46+00

10 C-07 CROSS SECTIONS STA. 48+00 TO STA. 62+00

11 C-08 CROSS SECTIONS STA. 64+00 TO STA. 78+00

12 C-09 CROSS SECTIONS STA. 80+00 TO STA. 94+00

13 C-10 CROSS SECTIONS STA. 96+00 TO STA. 110+00

14 C-11 CROSS SECTIONS STA. 112+00 TO STA. 126+00

15 C-12 CROSS SECTIONS STA. 128+00 TO STA. 142+00

16 C-13 CROSS SECTIONS STA. 144+00 TO STA. 158+00

17 C-14 CROSS SECTIONS STA. 160+00 TO STA. 174+00

18 C-15 CROSS SECTIONS STA. 176+00 TO STA. 190+00

19 C-16 CROSS SECTIONS STA. 192+00 TO STA. 206+00

20 C-17 CROSS SECTIONS STA. 208+00 TO STA. 222+00

21 C-18 CROSS SECTIONS STA. 224+00 TO STA. 238+00

22 C-19 CROSS SECTIONS STA. 240+00 TO STA. 254+00

23 C-20 CROSS SECTIONS STA. 256+00 TO STA. 270+00

24 C-21 CROSS SECTIONS STA. 272+00 TO STA. 286+00

25 C-22 CROSS SECTIONS STA. 288+00 TO STA. 302+00

26 C-23 CROSS SECTIONS STA. 304+00 TO STA. 318+00

27 C-24 CROSS SECTIONS STA. 320+00 TO STA. 326+71.60

28 C-25 TRAINING DIKE LOOP CROSS SECTIONS STA. 0+50-A TO STA. 14+00-A

29 C-26 TRAINING DIKE LOOP CROSS SECTIONS STA. 16+00-A TO STA. 17+00-A

30 C-27 TRAINING DIKE CROSS SECTIONS STA. 0+50-B TO STA. 10+00-B

31 C-28 PLAN - PLACEMENT AREA NO. 13 EROSION PROTECTION REACH 1

32 C-29 CROSS SECTIONS STA. 100+00 TO STA. 107+00 EROSION PROTECTION REACH 1

33 C-30 CROSS SECTIONS STA. 108+00 TO STA. 109+00 EROSION PROTECTION REACH 1

34 C-31 PLAN - PLACEMENT AREA NO. 13 EROSION PROTECTION REACH 2

35 C-32 CROSS SECTIONS STA. 239+00 TO STA. 246+00 EROSION PROTECTION REACH 2

36 C-33 CROSS SECTIONS STA. 247+00 TO STA. 248+00 EROSION PROTECTION REACH 2

37 C-34 STORM WATER POLLUTION PREVENTION PLAN DETAILS

38 C-35 POLLUTION PREVENTION DETAILS

GEOTECHNICAL

39 F-01 SAMPLING LOCATION PLAN - PLACEMENT AREA NO. 13

40 F-02 CONE PENETRATION TEST LOGS

41 F-03 CONE PENETRATION TEST LOGS

42 F-04 CONE PENETRATION TEST LOGS

43 F-05 CONE PENETRATION TEST LOGS

44 F-06 CONE PENETRATION TEST LOGS

45 F-07 CONE PENETRATION TEST LOGS

46 F-08 CONE PENETRATION TEST LOGS

47 F-09 CONE PENETRATION TEST LOGS

48 F-10 CONE PENETRATION TEST LOGS

49 F-11 CONE PENETRATION TEST LOGS

50 F-12 CONE PENETRATION TEST LOGS

51 F-13 CONE PENETRATION TEST LOGS

52 F-14 CONE PENETRATION TEST LOGS

53 F-15 CONE PENETRATION TEST LOGS

54 F-16 CONE PENETRATION TEST LOGS

STRUCTURAL

55 S-01 NEW DROP-OUTLET STRUCTURE PROFILE AND TYPICAL DETAILS

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

57 S-03 NEW DROP-OUTLET STRUCTURE PIPE OUTLET EROSION PREVENTION STEEL

MEMBER DETAILS AND NOTES

58 S-04 NEW DROP-OUTLET STRUCTURE WALKWAY PLAN AND CONNECTION DETAILS

59 S-05 NEW DROP-OUTLET STRUCTURE GRATING PLAN AND MISCELLANEOUS DETAILS

59 59 -- Total Number of Drawings

INDEX OF DRAWINGS

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.

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 + 13'

TOP OF THE GRATING ELEVATION + 35'

MATERIAL TYPE STEEL

DIAMETER OF THE PIPES 48" OD

LENGTH OF THE PIPE (FT) 215'

PIPE ENTRY INVERT EL. + 13.5'

PIPE OUTFALL EXIT INVERT EL. + 5.95'+/-

CAT WALK LENGTH (FT) + 37' +/-

TABLE 1