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BENCHMARK NORTHING EASTING

ELEVATION:

NAVD88

GEOID 12B

ELEVATION:

NAVD88 GEOID

99 (2001 ADJ.)

OTIS 13,907,812.58 3,084,916.65 102.7

RM NO. 150155 13,908,187.03 3,081,968.31 109.0 109.61

P100 BM 26 13,908,996.51 3,070,611.24 120.3

P100 BM 25 RESET 13,909,107.56 3,077,389.55 110.6

RM NO. 150165 13,908,377.43 3,072,651.45 108.5 109.32

PROJECT VERTICAL DATUM BASED ON NAVD 88 GEOID 12B

HORIZONTAL CONTROL

TEXAS STATE PLANE, SOUTH-CENTRAL, NAD83, U.S. FEET

ALT.SP. ALTERNATE SPACING FS FAR SIDE P/S PROTECTED SIDE

APPROX APPROXIMATE FS&M FERTILIZE, SEED AND MULCH ROW RIGHT OF WAY

AZ AZIMUTH FT FEET R/W ROADWAY

B/L BASELINE G GAS S SEWER

BF BOTTOM FACE H HORIZONTAL S.C.O. SEWER CLEANOUT

BL BOTTOM LAYER H.S. HIGH STRENGTH S/B SOUTHBOUND

C CENTER HT HEIGHT S/P SHEET PILE

C.I. CAST IRON L/S LAND SIDE SAN SANITARY

C.R.S. CORROSION-RESISTANT STEEL L/W LANDWARD SB/L SUBBASELINE

C/L or L CENTER LINE LP LIGHT POLE SPEC SPECIFICATIONS

CB CATCH BASIN LS LIGHT STANDARD SS STAINLESS STEEL

CJ CONSTRUCTION JOINT MAX MAXIMUM STA STATION

CLC CLEAR COVER MH MANHOLE STD.HK. STANDARD HOOK

D DRAIN MIN MINIMUM T TELEPHONE

D.I. DROP INLET MIRR MIRRORED T&B TOP AND BOTTOM

D.P. DRAIN PIPE MISC MISCELLANEOUS TD TRENCH DRAIN

D.V. DRAIN VALVE N.T.S. NOT TO SCALE TEL.M.H. TELEPHONE MANHOLE

D.V.MH. DRAIN VALVE MANHOLE N/B NORTHBOUND TF TOP FACE

D/S DOWNSTREAM NF NEAR FACE TL TOP LAYER

DIA DIAMETER NO NUMBER TP TEST PILE

DIST DISTANCE NS NEAR SIDE TYP TYPICAL

DWG DRAWING Ø DIAMETER U.O.N. UNLESS OTHERWISE NOTED

E ELECTRICAL O.C. ON CENTER U/S UPSTREAM

EF EACH FACE OF OUTSIDE FACE UGND UNDERGROUND

EJ EXPANSION JOINT OPT. OPTIONAL V VERTICAL

EL. ELEVATION O/S OFFSET W WIDTH

ES EQUALLY SPACED P POWER WTR WATER

EXIST EXISTING P.C. POINT OF CURVATURE W.M. WATER METER

F.H. FIRE HYDRANT P.I. POINT OF INTERSECTION W.V. WATER VALVE

FL/S FLOOD SIDE P.T. POINT OF TANGENCY W/L WALL LINE

FF FAR FACE P/L PIPELIINE WM WATER MAIN

ABBREVIATIONS

C

SHEET #

of 81

DWG.

NO. TITLE

1 G-01 COVER SHEET

GENERAL

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

3 G-03 VICINITY MAP

CIVIL

4 C-01 DETENTION BASIN EXISTING CONDITION PLAN

5 C-02 DETENTION BASIN SITE PLAN

6 C-03 DETENTION BASIN LAYOUT PLAN

7 C-04 DETENTION BASIN EXCAVATION PLAN

8 C-05 POINTS AND ALIGNMENT TABULATION

9 C-06 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 0+00 TO 7+00

10 C-07 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 8+00 TO 15+00

11 C-08 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 16+00 TO 23+00

12 C-09 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 24+00 TO 29+00

13 C-10 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 0+00 TO 4+00

14 C-11 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 5+00 TO 9+00

15 C-12 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 10+00 TO 14+00

16 C-13 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 15+00

17 C-14 CHANNEL PLAN AND PROFILE STA. 2048+00 TO STA. 2060+02.78

18 C-15 CHANNEL PLAN AND PROFILE STA. 2036+00 TO STA. 2048+00

19 C-16 CHANNEL PLAN AND PROFILE STA. 2024+00 TO STA. 2036+00

20 C-17 CHANNEL PLAN AND PROFILE STA. 2012+00 TO STA. 2024+00

21 C-18 CHANNEL PLAN AND PROFILE STA. 2000+00 TO STA. 2012+00

22 C-19 CHANNEL PLAN AND PROFILE STA. 1988+00 TO STA. 2000+00

23 C-20 CHANNEL PLAN AND PROFILE STA. 1976+00 TO STA. 1988+00

24 C-21 CHANNEL PLAN AND PROFILE STA. 1964+00 TO STA. 1976+00

25 C-22 CHANNEL PLAN AND PROFILE STA. 1952+00 TO STA. 1964+00

26 C-23 CHANNEL PLAN AND PROFILE STA. 1940+00 TO STA. 1952+00

27 C-24 CHANNEL PLAN AND PROFILE STA. 1928+00 TO STA. 1940+00

28 C-25 CHANNEL PLAN AND PROFILE STA. 1916+00 TO STA. 1928+00

29 C-26 CHANNEL PLAN AND PROFILE STA. 1904+00 TO STA. 1916+00

30 C-27 CHANNEL PLAN AND PROFILE STA. 1892+00 TO STA. 1904+00

31 C-28 CHANNEL PLAN AND PROFILE STA. 1880+00 TO STA. 1892+00

32 C-29 CHANNEL PLAN AND PROFILE STA. 1868+33.90 TO STA. 1880+00

33 C-30 OPTION, CHANNEL ALIGNMENT DATA 1 OF 4

34 C-31 OPTION, CHANNEL ALIGNMENT DATA 2 OF 4

35 C-32 OPTION, CHANNEL ALIGNMENT DATA 3 OF 4

36 C-33 OPTION, CHANNEL ALIGNMENT DATA 4 OF 4

37 C-34 CHANNEL TYPICAL SECTIONS STA. 2060+00 TO 1985+50

38 C-35 CHANNEL TYPICAL SECTIONS STA. 1984+50 TO 1869+41

39 C-36 CHANNEL CROSS SECTIONS STA. 2060+27 TO 1993+66

40 C-37 CHANNEL CROSS SECTIONS STA. 1991+41 TO 1930+29

41 C-38 CHANNEL CROSS SECTIONS STA. 1928+27 TO 1868+32

42 C-39 NORTH CHANNEL RIGHT OF WAY TABULATION

43 C-40 SOUTH CHANNEL RIGHT OF WAY TABULATION

44 C-41 CHANNEL RIPRAP DETAILS AT BRIDGES

45 C-42 CUTTEN WEIR PLAN AND SECTIONS

46 C-43 LATERAL CHANNEL 1

47 C-44 LATERAL CHANNEL 2

48 C-45 LATERAL CHANNEL 3

49 C-46 LATERAL CHANNEL 4

50 C-47 LATERAL CHANNEL 5

51 C-48 BACK SLOPE INTERCEPTOR STRUCTURES

52 C-49 STORM DRAIN SCHEDULE

53 C-50 STORM DRAIN SECTIONS

54 C-51 EROSION CONTROL DETAILS

GEOTECHNICAL

55 F-01 SOIL BORINGS - 1 OF 8

56 F-02 SOIL BORINGS - 2 OF 8

57 F-03 SOIL BORINGS - 3 OF 8

58 F-04 SOIL BORINGS - 4 OF 8

59 F-05 SOIL BORINGS - 5 OF 8

60 F-06 SOIL BORINGS - 6 OF 8

61 F-07 SOIL BORINGS - 7 OF 8

62 F-08 SOIL BORINGS - 8 OF 8

STRUCTURAL

63 S-01 GENERAL NOTES

64 S-02 BOX CULVERT 4 - 10 x 10 PLAN AND PROFILE

65 S-03 WEIR STRUCTURE PLAN AND PROFILE

66 S-04 BOX CULVERT 4 - 10 X 10

67 S-05 SINGLE BOX CULVERTS - PRECAST

68 S-06 BOX CULVERTS - PRECAST - MISCELLANEOUS DETAILS

69 S-07 EXTENDED HEADWALL CURB DETAILS

70 S-08 CONCRETE HEADWALLS AND WINGWALLS

71 S-09 SAFETY END TREATMENT

72 S-10 CUTTEN WEIR PAVING DETAILS

73 S-11 CONCRETE PAVEMENT DETAILS SHEET 1 OF 2

74 S-12 CONCRETE PAVEMENT DETAILS SHEET 2 OF 2

75 S-13 TYPICAL PAVEMENT SECTIONS

76 S-14 BASIN OUTFALL PLAN AND SECTION

77 S-15 OUTFALL PIPE HEADWALL CONCRETE DETAILS

78 S-16 OUTFALL PIPE HEADWAY CONCRETE DETAILS

79 S-17 OUTFALL PIPE HEADWALL INLET DETAILS

80 S-18 HANDRAIL DETAILS

81 S-19 WEIR AND SLOPE PAVING DETAILS

81 81 -- Total Number of Drawings

INDEX OF DRAWINGS

POINT NO. POINT DISTANCE NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

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

N1 POB 0.00 13,906,733.080 3,088,525.583

N2 PC 215.40 13,906,675.995 3,088,317.882

PI 281.78 13,906,658.405 3,088,253.883 149.99 124.97 47°44'26.00" Right

CC 13,906,820.620 3,088,278.133

N3 PT 340.38 13,906,693.943 3,088,197.825

N4 PC 675.71 13,906,873.489 3,087,914.609

PI 818.22 13,906,949.790 3,087,794.251 2,094.83 284.57 7°47'00.00" Right

CC 13,908,642.749 3,089,036.237

N5 PT 960.28 13,907,041.688 3,087,685.336

N6 PC 1,505.58 13,907,393.335 3,087,268.571

PI 1,598.97 13,907,453.562 3,087,197.191 1,504.88 186.55 7°06'09.00" Right

CC 13,908,543.501 3,088,239.027

N7 PT 1,692.13 13,907,522.153 3,087,133.806

N8 PC 1,972.21 13,907,727.849 3,086,943.719

PI 2,074.65 13,907,803.086 3,086,874.192 269.98 195.82 41°33'30.00" Left

CC 13,907,544.617 3,086,745.440

N9 PT 2,168.03 13,907,813.261 3,086,772.256

N10 PI 3,810.01 13,907,976.350 3,085,138.396

N11 PI 3,828.01 13,907,994.261 3,085,140.184

N12 POE 3,863.01 13,907,997.737 3,085,105.360

R.O.W. BREAK

N13 POB 0.00 13,908,007.598 3,084,976.399

N14 PC 2,419.81 13,908,247.945 3,082,568.556

PI 2,423.67 13,908,248.328 3,082,564.716 299.98 7.72 1°28'27.00" Left

CC 13,907,949.452 3,082,538.761

N15 PT 2,427.53 13,908,248.612 3,082,560.867

PI 2,435.71 13,908,256.787 3,082,560.511

N16 PC 2,987.35 13,908,311.579 3,082,011.594

PI 3,056.50 13,908,379.876 3,082,022.397 1,929.85 138.23 4°06'14.47" Right

CC 13,908,010.067 3,083,917.743

N17 PT 3,125.59 13,908,447.224 3,082,038.060

N18 PI 3,192.38 13,908,512.281 3,082,053.191

N19 POE 3,212.38 13,908,516.811 3,082,033.712

R.O.W. BREAK

N20 POB 0.00 13,908,539.461 3,081,936.319

N21 PI 20.00 13,908,543.992 3,081,916.841

N22 PC 86.79 13,908,478.935 3,081,901.710

PI 174.00 13,908,393.989 3,081,881.955 2,069.84 174.32 4°49'31.65" Left

CC 13,908,010.067 3,083,917.743

N23 PT 261.11 13,908,307.683 3,081,869.415

N24 PC 279.81 13,908,309.540 3,081,850.815

PI 294.27 13,908,310.977 3,081,836.421 1,899.85 28.93 0°52'21.00" Right

CC 13,910,199.995 3,082,039.517

N25 PT 308.74 13,908,312.632 3,081,822.050

N26 PC 1,035.17 13,908,395.784 3,081,100.392

PI 1,154.10 13,908,409.398 3,080,982.239 474.96 233.08 28°07'00.00" Right

CC 13,908,867.624 3,081,154.759

N27 PT 1,268.25 13,908,477.087 3,080,884.444

N28 PC 1,269.71 13,908,477.918 3,080,883.244

PI 1,347.37 13,908,522.119 3,080,819.385 1,599.87 155.21 5°33'30.00" Left

CC 13,907,162.424 3,079,972.711

N29 PT 1,424.91 13,908,559.926 3,080,751.545

N30 PC 2,152.68 13,908,914.213 3,080,115.830

PI 2,268.68 13,908,970.681 3,080,014.506 349.97 224.02 36°40'30.00" Left

CC 13,908,608.510 3,079,945.460

N31 PT 2,376.70 13,908,955.453 3,079,899.514

N32 PC 2,854.26 13,908,892.756 3,079,426.085

PI 2,889.95 13,908,888.071 3,079,390.711 124.99 69.52 31°52'00.00" Right

CC 13,909,016.664 3,079,409.676

N33 PT 2,923.78 13,908,902.768 3,079,358.195

N34 PC 2,931.75 13,908,906.051 3,079,350.933

PI 3,037.05 13,908,949.422 3,079,254.977 399.97 205.93 29°30'00.00" Left

CC 13,908,541.584 3,079,186.195

N35 PT 3,137.68 13,908,939.920 3,079,150.104

N36 PC 3,477.62 13,908,909.246 3,078,811.557

PI 3,520.67 13,908,905.361 3,078,768.680 224.98 85.08 21°40'00.00" Right

CC 13,909,133.310 3,078,791.256

N37 PT 3,562.69 13,908,917.581 3,078,727.397

N38 PC 3,844.40 13,908,997.541 3,078,457.275

PI 3,852.33 13,908,999.792 3,078,449.670 20.00 15.10 43°15'57.00" Right

CC 13,909,016.717 3,078,462.952

N39 PT 3,859.50 13,909,006.644 3,078,445.676

N40 PC 3,906.63 13,909,047.355 3,078,421.938

PI 4,155.33 13,909,262.204 3,078,296.669 399.97 445.00 63°44'49.00" Left

CC 13,908,845.893 3,078,076.413

N41 PT 4,351.63 13,909,244.892 3,078,048.571

N42 POE 4,994.50 13,909,200.140 3,077,407.257

RIGHT-OF-WAY ALIGNMENT DATA

NORTH R.O.W.

POINT NO. POINT DISTANCE NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

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

R.O.W. BREAK

N43 POB 0.00 13,909,260.497 3,077,285.861

N44 PI 20.00 13,909,259.395 3,077,265.893

N45 PI 78.51 13,909,200.985 3,077,269.303

N46 PC 101.47 13,909,197.402 3,077,246.626

PI 152.26 13,909,189.473 3,077,196.450 368.99 100.96 15°40'37.32" Left

CC 13,908,832.929 3,077,304.218

N47 PT 202.43 13,909,168.281 3,077,150.283

R.O.W. BREAK

N48 PC 0.00 13,909,152.770 3,077,120.210

PI 27.42 13,909,139.097 3,077,096.443 368.99 54.74 8°29'58.13" Left

CC 13,908,832.929 3,077,304.218

N49 PT 54.74 13,909,122.061 3,077,074.959

N50 PC 100.42 13,909,093.677 3,077,039.161

PI 166.74 13,909,052.474 3,076,987.199 449.96 131.68 16°46'04.03" Left

CC 13,908,741.099 3,077,318.728

N51 PT 232.11 13,908,998.033 3,076,949.332

N52 PC 330.85 13,908,916.965 3,076,892.946

PI 455.22 13,908,814.863 3,076,821.933 449.96 242.68 30°54'06.09" Right

CC 13,909,173.886 3,076,523.548

N53 PT 573.53 13,908,763.725 3,076,708.564

N54 PC 747.82 13,908,692.061 3,076,549.691

PI 860.94 13,908,645.549 3,076,446.576 2,099.83 226.02 6°10'02.00" Left

CC 13,906,777.948 3,077,413.099

N55 PT 973.84 13,908,588.227 3,076,349.054

N56 PC 1,090.29 13,908,529.223 3,076,248.669

PI 1,101.64 13,908,523.472 3,076,238.877 574.55 22.71 2°15'53.10" Right

CC 13,909,024.658 3,075,957.712

N57 PT 1,113.00 13,908,518.113 3,076,228.864

N58 PC 1,137.56 13,908,493.581 3,076,230.034

PI 1,228.68 13,908,462.382 3,076,144.421 2,064.84 182.12 5°03'12.98" Right

CC 13,910,433.619 3,075,523.067

N59 PT 1,319.68 13,908,438.847 3,076,056.393

N60 PC 1,334.98 13,908,423.579 3,076,057.360

PI 1,447.47 13,908,394.681 3,075,948.642 2,079.84 224.77 6°11'31.00" Right

CC 13,910,433.617 3,075,523.074

N61 PCC 1,559.74 13,908,377.677 3,075,837.441

PI 1,604.22 13,908,375.101 3,075,793.043 682.11 88.82 7°27'38.29" Right

CC 13,909,058.645 3,075,797.923

N62 PRC 1,648.56 13,908,378.311 3,075,748.686

PI 1,675.51 13,908,389.451 3,075,724.147 516.66 53.85 5°58'18.41" Left

CC 13,907,907.860 3,075,535.118

N63 PT 1,702.41 13,908,397.977 3,075,698.582

N64 PC 1,955.29 13,908,455.772 3,075,452.397

PI 2,155.71 13,908,498.084 3,075,256.496 828.53 393.28 27°11'48.74" Left

CC 13,907,645.916 3,075,277.479

N65 PRC 2,348.58 13,908,446.182 3,075,062.914

PI 2,371.67 13,908,437.826 3,075,041.380 5,561.55 46.20 0°28'33.33" Right

CC 13,913,631.063 3,073,050.978

N66 PT 2,394.77 13,908,429.649 3,075,019.777

R.O.W. BREAK

N67 PC 0.00 13,908,372.526 3,074,861.689

PI 74.87 13,908,348.151 3,074,790.899 5,561.55 149.73 1°32'33.08" Right

CC 13,913,631.063 3,073,050.978

N68 PRC 149.73 13,908,325.690 3,074,719.479

PI 214.27 13,908,311.920 3,074,656.426 259.81 126.52 27°54'03.01" Left

CC 13,908,071.865 3,074,774.909

N69 PT 276.24 13,908,270.247 3,074,607.147

N70 PI 297.33 13,908,261.169 3,074,588.113

N71 PI 355.76 13,908,261.804 3,074,529.686

N72 PC 472.82 13,908,223.133 3,074,419.205

PI 662.36 13,908,160.513 3,074,240.308 899.93 373.62 23°47'14.00" Right

CC 13,909,072.530 3,074,121.890

N73 PT 846.44 13,908,175.370 3,074,051.351

N74 PC 1,765.67 13,908,247.425 3,073,134.947

PI 1,808.89 13,908,250.813 3,073,091.858 2,399.92 86.44 2°03'48.84" Right

CC 13,910,639.957 3,073,323.061

N75 PT 1,852.10 13,908,255.750 3,073,048.918

PI 1,915.14 13,908,243.373 3,072,987.104

N76 PC 2,399.00 13,908,356.999 3,072,516.776

PI 2,817.55 13,908,455.289 3,072,109.930 2,049.84 825.75 23°04'51.00" Right

CC 13,910,349.515 3,072,998.145

N77 PT 3,224.75 13,908,705.206 3,071,774.183

N78 PC 3,379.15 13,908,797.397 3,071,650.331

PI 3,912.26 13,909,115.719 3,071,222.686 1,949.85 1,040.79 30°35'00.00" Left

CC 13,907,233.298 3,070,486.074

N79 PT 4,419.94 13,909,172.178 3,070,692.571

N80 POE 4,653.34 13,909,196.896 3,070,460.482

RIGHT-OF-WAY ALIGNMENT DATA

NORTH R.O.W.

POINT NO. POINT DISTANCE NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

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

S1 POB 0.00 13,906,534.077 3,088,669.381

S2 PC 301.59 13,906,454.210 3,088,378.562

PI 469.73 13,906,409.681 3,088,216.419 379.97 316.61 47°44'27.71" Right

CC 13,906,820.614 3,088,277.936

S3 PT 618.19 13,906,499.740 3,088,074.425

S4 PC 880.03 13,906,639.979 3,087,853.308

PI 1,037.84 13,906,724.502 3,087,720.040 2,319.82 315.14 7°47'00.21" Right

CC 13,908,599.008 3,089,095.788

S5 PT 1,195.17 13,906,826.295 3,087,599.447

S6 PI 1,258.72 13,906,867.299 3,087,550.889

S7 PC 1,813.72 13,907,225.200 3,087,126.711

PI 1,920.77 13,907,294.231 3,087,044.897 1,724.86 213.82 7°06'09.00" Right

CC 13,908,543.496 3,088,239.029

S8 PT 2,027.54 13,907,372.848 3,086,972.246

S9 PC 2,307.61 13,907,578.544 3,086,782.160

PI 2,326.59 13,907,592.477 3,086,769.285 50.00 36.26 41°33'30.00" Left

CC 13,907,544.613 3,086,745.442

S10 PT 2,343.88 13,907,594.361 3,086,750.407

S11 PI 3,964.03 13,907,755.283 3,085,138.267

S12 PI 4,422.77 13,907,297.194 3,085,162.726

S13 PI 4,432.77 13,907,296.661 3,085,152.741

S14 PI 4,867.76 13,907,731.031 3,085,129.548

S15 PI 5,124.07 13,907,756.489 3,084,874.509

S16 POE 5,155.81 13,907,779.420 3,084,896.452

R.O.W. BREAK

S17 PC 0.00 13,907,792.030 3,084,770.123

PI 33.75 13,907,795.383 3,084,736.541 299.98 67.21 12°50'16.79" Right

CC 13,908,090.523 3,084,799.921

S18 PRC 67.21 13,907,806.113 3,084,704.544

PI 100.96 13,907,816.844 3,084,672.545 299.98 67.22 12°50'19.00" Left

CC 13,907,521.703 3,084,609.167

S19 PT 134.43 13,907,820.196 3,084,638.962

S20 PC 2,237.09 13,908,029.042 3,082,546.706

PI 2,264.58 13,908,031.773 3,082,519.343 299.98 54.84 10°28'31.00" Right

CC 13,908,327.535 3,082,576.501

S21 PRC 2,291.93 13,908,039.434 3,082,492.933

PI 2,319.43 13,908,047.095 3,082,466.523 299.98 54.84 10°28'31.00" Left

CC 13,907,751.333 3,082,409.365

S22 PT 2,346.77 13,908,049.826 3,082,439.160

S23 POE 2,818.45 13,908,096.675 3,081,969.821

R.O.W. BREAK

S24 POB 0.00 13,907,872.537 3,081,872.523

S25 PC 20.00 13,907,871.196 3,081,852.570

PI 131.37 13,907,982.319 3,081,845.098 2,069.84 222.53 6°09'36.07" Right

CC 13,908,010.067 3,083,917.743

S26 PT 242.53 13,908,093.602 3,081,849.593

S27 PC 262.76 13,908,095.612 3,081,829.461

PI 278.87 13,908,097.211 3,081,813.438 2,114.83 32.20 0°52'21.00" Right

CC 13,910,199.987 3,082,039.516

S28 PT 294.97 13,908,099.054 3,081,797.441

S29 PC 568.41 13,908,130.354 3,081,525.793

PI 980.20 13,907,719.091 3,081,505.101 2,394.81 815.59 19°30'46.89" Left

CC 13,908,010.016 3,083,917.578

S30 PT 1,384.01 13,907,324.536 3,081,622.968

S31 PC 1,484.00 13,907,228.728 3,081,651.589

PI 1,532.17 13,907,182.575 3,081,665.376 1,604.87 96.31 3°26'17.75" Right

CC 13,906,769.356 3,080,113.865

S32 PT 1,580.31 13,907,135.679 3,081,676.371

R.O.W. BREAK

S33 PC 0.00 13,907,093.281 3,081,552.737

PI 50.80 13,907,142.843 3,081,541.580 1,474.88 101.56 3°56'43.96" Left

CC 13,906,769.356 3,080,113.866

S34 PT 101.56 13,907,191.520 3,081,527.038

S35 PC 201.56 13,907,287.328 3,081,498.417

PI 632.27 13,907,700.024 3,081,375.130 2,524.80 853.22 19°21'44.30" Right

CC 13,908,010.016 3,083,917.578

S36 PT 1,054.78 13,908,130.253 3,081,395.642

S37 PC 1,373.61 13,908,166.765 3,081,078.906

PI 1,552.73 13,908,186.039 3,080,900.823 704.94 350.82 28°30'49.39" Right

CC 13,908,867.616 3,081,154.758

S38 PRC 1,724.43 13,908,287.986 3,080,753.541

PI 1,791.66 13,908,326.302 3,080,698.307 1,370.12 134.34 5°37'04.10" Left

CC 13,907,162.219 3,079,972.596

S39 PT 1,858.77 13,908,359.027 3,080,639.587

S40 PC 2,586.54 13,908,713.314 3,080,003.872

PI 2,626.31 13,908,732.675 3,079,969.132 119.99 76.81 36°40'30.00" Left

CC 13,908,608.501 3,079,945.459

S41 PT 2,663.35 13,908,727.453 3,079,929.706

SOUTH R.O.W.

RIGHT-OF-WAY ALIGNMENT DATA

POINT NO. POINT DISTANCE NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

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

S42 PC 3,140.91 13,908,664.757 3,079,456.277

PI 3,154.74 13,908,662.941 3,079,442.570 354.97 27.64 4°27'40.72" Right

CC 13,909,016.656 3,079,409.675

S43 PT 3,168.55 13,908,662.198 3,079,428.763

S44 PC 3,815.27 13,908,016.062 3,079,456.102

PI 4,015.76 13,907,815.748 3,079,464.577 564.96 385.32 39°04'40.74" Right

CC 13,907,992.179 3,078,891.652

S45 PT 4,200.59 13,907,654.903 3,079,344.883

S46 POE 4,318.19 13,907,560.558 3,079,274.676

R.O.W. BREAK

S47 POB 0.00 13,907,774.691 3,078,986.934

S48 PI 228.69 13,907,638.166 3,079,170.396

S49 PC 346.28 13,907,732.506 3,079,240.600

PI 500.64 13,907,856.343 3,079,332.754 434.97 296.66 39°04'40.74" Left

CC 13,907,992.179 3,078,891.651

S50 PT 642.94 13,908,010.567 3,079,326.228

S51 PC 1,312.71 13,908,679.736 3,079,297.915

PI 1,331.23 13,908,685.566 3,079,280.342 354.97 37.00 5°58'17.82" Right

CC 13,909,016.656 3,079,409.675

S52 PT 1,349.71 13,908,693.192 3,079,263.470

S53 PC 1,357.68 13,908,696.474 3,079,256.208

PI 1,402.43 13,908,714.907 3,079,215.427 169.99 87.52 29°30'00.00" Left

CC 13,908,541.576 3,079,186.195

S54 PT 1,445.20 13,908,710.869 3,079,170.856

S55 PI 1,668.79 13,908,690.693 3,078,948.177

S56 PC 1,785.13 13,908,680.194 3,078,832.309

PI 1,872.20 13,908,672.338 3,078,745.601 454.96 172.05 21°40'00.00" Right

CC 13,909,133.302 3,078,791.255

S57 PT 1,957.18 13,908,697.050 3,078,662.118

S58 PC 2,238.89 13,908,777.010 3,078,391.997

PI 2,338.03 13,908,805.149 3,078,296.934 249.98 188.77 43°15'57.00" Right

CC 13,909,016.709 3,078,462.951

S59 PT 2,427.66 13,908,890.795 3,078,246.997

S60 PC 2,474.78 13,908,931.507 3,078,223.260

PI 2,580.48 13,909,022.817 3,078,170.021 169.99 189.13 63°44'49.00" Left

CC 13,908,845.885 3,078,076.412

S61 PT 2,663.91 13,909,015.460 3,078,064.579

S62 POE 3,311.22 13,908,970.400 3,077,418.841

R.O.W. BREAK

S63 POB 0.00 13,908,971.503 3,077,302.733

S64 PI 20.00 13,908,970.338 3,077,282.768

S65 PI 30.65 13,908,980.969 3,077,282.148

S66 PC 36.90 13,908,984.415 3,077,276.936

PI 87.83 13,908,969.185 3,077,228.335 357.37 101.18 16°13'19.88" Left

CC 13,908,643.398 3,077,383.798

S67 PCC 138.08 13,908,940.984 3,077,185.923

PI 183.81 13,908,915.675 3,077,147.831 239.98 90.38 21°34'45.23" Left

CC 13,908,741.099 3,077,318.728

S68 PT 228.46 13,908,878.130 3,077,121.717

S69 PC 327.22 13,908,797.054 3,077,065.324

PI 509.62 13,908,647.312 3,076,961.171 659.95 355.92 30°54'01.92" Right

CC 13,909,173.890 3,076,523.544

S70 PT 683.14 13,908,572.311 3,076,794.900

S71 PC 857.42 13,908,500.650 3,076,636.032

PI 959.23 13,908,458.789 3,076,543.228 1,889.85 203.42 6°10'02.00" Left

CC 13,906,777.948 3,077,413.099

S72 PT 1,060.84 13,908,407.199 3,076,455.458

S73 PC 1,177.29 13,908,348.195 3,076,355.074

PI 1,241.61 13,908,315.598 3,076,299.615 784.94 128.37 9°22'13.59" Right

CC 13,909,024.895 3,075,957.324

S74 PT 1,305.66 13,908,292.465 3,076,239.588

S75 PC 1,329.60 13,908,316.383 3,076,238.433

PI 1,401.80 13,908,293.275 3,076,170.040 2,234.82 144.33 3°42'01.27" Right

CC 13,910,433.619 3,075,523.067

S76 PT 1,473.94 13,908,274.628 3,076,100.298

S77 PC 1,489.29 13,908,259.297 3,076,101.028

PI 1,610.97 13,908,228.037 3,075,983.424 2,249.82 243.14 6°11'31.00" Right

CC 13,910,433.617 3,075,523.074

S78 PCC 1,732.42 13,908,209.644 3,075,863.135

PI 1,813.70 13,908,202.523 3,075,782.168 790.65 161.99 11°44'19.64" Right

CC 13,908,997.254 3,075,793.869

S79 PRC 1,894.41 13,908,212.024 3,075,701.446

PI 1,921.91 13,908,225.218 3,075,677.320 346.67 54.88 9°04'13.38" Left

CC 13,907,907.860 3,075,535.118

S80 PT 1,949.29 13,908,234.442 3,075,651.416

RIGHT-OF-WAY ALIGNMENT DATA

SOUTH R.O.W.

POINT NO. POINT DISTANCE NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

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

S81 PC 2,192.02 13,908,289.918 3,075,415.110

PI 2,346.02 13,908,322.102 3,075,264.516 658.54 302.55 26°19'23.76" Left

CC 13,907,645.916 3,075,277.479

S82 PRC 2,494.58 13,908,284.169 3,075,115.266

PI 2,540.91 13,908,267.480 3,075,072.037 5,731.54 92.67 0°55'35.13" Right

CC 13,913,631.063 3,073,050.978

S83 PT 2,587.25 13,908,251.492 3,075,028.545

R.O.W. BREAK

S84 PC 0.00 13,908,196.280 3,074,871.333

PI 57.86 13,908,177.905 3,074,816.472 5,731.54 115.71 1°09'24.13" Right

CC 13,913,631.063 3,073,050.978

S85 PRC 115.71 13,908,160.640 3,074,761.251

PI 150.12 13,908,155.408 3,074,727.243 89.82 65.72 41°55'17.56" Left

CC 13,908,071.865 3,074,774.909

S86 PT 181.43 13,908,128.794 3,074,705.434

S87 PI 275.44 13,908,088.321 3,074,620.579

S88 PI 283.91 13,908,080.555 3,074,617.198

S89 PC 423.68 13,908,034.378 3,074,485.275

PI 655.34 13,907,957.843 3,074,266.623 1,099.91 456.65 23°47'14.00" Right

CC 13,909,072.530 3,074,121.890

S90 PT 880.33 13,907,976.001 3,074,035.676

S91 PC 1,799.56 13,908,048.056 3,073,119.271

PI 1,955.87 13,908,060.308 3,072,963.449 2,599.89 312.23 6°52'51.08" Right

CC 13,910,639.942 3,073,323.060

S92 PT 2,111.79 13,908,091.139 3,072,810.218

S93 PI 2,155.15 13,908,090.843 3,072,766.864

S94 PI 2,192.14 13,908,069.779 3,072,736.449

S95 PI 2,286.54 13,908,098.791 3,072,646.622

S96 PI 2,368.30 13,908,123.920 3,072,568.820

S97 PC 2,643.79 13,908,208.591 3,072,306.666

PI 3,015.50 13,908,322.836 3,071,952.946 2,249.82 736.77 18°45'47.14" Right

CC 13,910,349.515 3,072,998.145

S98 PT 3,380.55 13,908,544.785 3,071,654.772

S99 PC 3,534.95 13,908,636.976 3,071,530.920

PI 4,013.39 13,908,922.650 3,071,147.136 1,749.86 934.04 30°35'00.00" Left

CC 13,907,233.298 3,070,486.074

S100 PT 4,468.99 13,908,973.319 3,070,671.392

S101 POE 4,534.98 13,908,980.307 3,070,605.773

RIGHT-OF-WAY ALIGNMENT DATA

SOUTH R.O.W.

POINT X-EASTING Y-NORTHING

1 3,073,876.72 13,907,998.52 2 3,074,104.65 13,907,982.98 3 3,074,109.02 13,907,922.81 4 3,073,883.40 13,907,906.21

RIPRAP CORNERS

OUTFALL STA. CHANNEL SIDE EXISTING

PIPE TYPE

NEW PIPE

TYPE

DIAMETER LENGTH FROM OUTFALL

END TO MANHOLE

INTERCEPTOR OR ROW

SCOPE

STA. 2059+03 RIGHT CMP 24'' 109' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 2058+78 LEFT CMP 66'' 118' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON AND INSTALL NEW TIMBER BENT AT OUTFALL

STA. 2055+11 RIGHT CMP HDPE 24'' 80' REPLACE EXISTING PIPE

STA. 2055+11 LEFT CMP 24'' 73' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 2052+05 RIGHT CMP 24'' 104' " " " " " " "

STA. 2051+58 RIGHT CMP 42'' 83' " " " " " " "

STA. 2045+73 RIGHT CMP 36'' 102' " " " " " " "

STA. 2041+06 RIGHT CMP 24'' 76' " " " " " " "

STA. 2041+06 LEFT CMP 24'' 78' " " " " " " "

STA. 2040+25 LEFT CMP 30'' 94' " " " " " " "

STA. 2037+55 RIGHT CMP 36'' 122' " " " " " " "

STA. 2036+26 LEFT CMP 24'' 82' " " " " " " "

STA. 2027+63 RIGHT CMP 24'' 68' " " " " " " "

STA. 2020+31 LEFT CMP 30'' 297' " " " " " " "

STA. 2017+71 LEFT HDPE 24'' 68' NEW PIPE AND TYPE "A" INTERCEPTOR STRUCTURE

STA. 2014+80 RIGHT CMP 24'' 105' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 2014+80 RIGHT CMP 24'' 105' " " " " " " "

STA. 2003+07 LEFT CMP 30'' 75' " " " " " " "

STA. 1999+07 RIGHT HDPE 24'' 70' NEW PIPE AND TYPE "B" INTERCEPTOR STRUCTURE

STA. 1997+62 LEFT HDPE 24'' 70' " " " " " " "

STA. 1992+51 RIGHT HDPE 24'' 67' NEW PIPE AND TYPE "B" INTERCEPTOR STRUCTURE

STA. 1992+00 LEFT HDPE 24'' 69' " " " " " " "

STA. 1989+95 RIGHT HDPE 24'' 78' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1988+96 RIGHT HDPE 24'' 73' NEW PIPE AND TYPE "B" INTERCEPTOR STRUCTURE

STA. 1983+35 RIGHT CMP 36'' 35' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1983+35 LEFT CMP 24'' 157' " " " " " " "

STA. 1979+55 RIGHT CMP 30'' 105' " " " " " " "

STA. 1979+98 RIGHT CMP 30'' 82' " " " " " " "

STA. 1977+24 RIGHT CMP 24'' 52' " " " " " " "

STA. 1975+30 LEFT CMP 24'' 179' " " " " " " "

STA. 1973+47 LEFT CMP 24'' 68' " " " " " " "

STA. 1972+92 RIGHT CMP 36'' 90' " " " " " " "

STA. 1969+23 RIGHT CMP 24'' 41' " " " " " " "

STA. 1969+19 LEFT CMP 24'' 74' " " " " " " "

STA. 1968+03 RIGHT CMP 36'' 133' " " " " " " "

STA. 1963+47 RIGHT CMP 24'' 55' " " " " " " "

STA. 1958+41 LEFT CMP 24'' 111' " " " " " " "

STA. 1957+49 RIGHT CMP HDPE 60'' 82' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON AND INSTALL NEW TIMBER BENT AT OUTFALL

STA. 1956+08 LEFT CMP 24'' 81' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1947+88 LEFT CMP 36'' 136' " " " " " " "

STA. 1943+27 RIGHT CMP 54'' 72' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON AND INSTALL NEW TIMBER BENT AT OUTFALL

STA. 1930+90 RIGHT CMP 54'' 31' " " " " " " " " " " " " " "

STA. 1930+88 LEFT CMP 36'' 34' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1928+82 RIGHT CMP HDPE 24'' 104' REPLACE EXISTING PIPE AND MANHOLE

STA. 1924+05 RIGHT CMP HDPE 24'' 52' " " " " "

STA. 1918+69 RIGHT CMP 30'' 71' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1915+93 RIGHT CMP 36'' 72' " " " " " " "

STA. 1909+01 LEFT CMP 72'' 104' NO WORK

STA. 1908+43 RIGHT CMP 24'' 67' " "

STA. 1908+30 LEFT CMP 24'' 67' " "

STA. 1907+72 RIGHT CMP 24'' 45' " "

STA. 1907+61 LEFT CMP 60'' 123' " "

STA. 1907+30 RIGHT CMP 54'' 73' TO BE REMOVED AS PART OF SCHEDULE NO. 1

STA. 1907+14 LEFT CMP 42'' 137' " " " " " " " " "

STA. 1906+99 LEFT CMP 36'' 90' " " " " " " " " "

STA. 1903+79 LEFT CMP 36'' 92' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1903+18 RIGHT CMP 24'' 102' " " " " " " "

STA. 1895+85 RIGHT HDPE 24" 56' NEW PIPE AND TYPE "C" INTERCEPTOR STRUCTURE

STA. 1893+69 LEFT CMP 36'' 116' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON

STA. 1890+61 RIGHT CMP 48'' 63' CUT EXISTING PIPE AND ADJUST OUTFALL ELEVATON AND INSTALL NEW TIMBER BENT AT OUTFALL

STA. 1883+49 RIGHT CMP 48'' 82' " " " " " " "

STA. 1881+14 RIGHT CMP 48'' 80' " " " " " " "

STA. 1880+03 RIGHT CMP 48'' 87' " " " " " " "

STA. 1877+86 RIGHT CMP 48'' 80' " " " " " " "

STA. 1875+51 RIGHT CMP 48'' 89' " " " " " " "

STORM DRAINS SCHEDULE

W9126G-16-B-0023-PLANS
1 G-01 COVER
2 G-02 INDEX OF DRAWINGS, GENERAL NOTES, CONTROL TABLES, AND LOCATION MAP
3 G-03 VICINITY MAP
CIVIL
4 C-01 DETENTION BASIN EXISTING CONDITION PLAN
5 C-02 DETENTION BASIN SITE PLAN
6 C-03 DETENTION BASIN LAYOUT PLAN
7 C-04 DETENTION BASIN EXCAVATION PLAN
8 C-05 POINTS AND ALIGNMENT TABULATION
9 C-06 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 0+00 TO 7+00
10 C-07 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 8+00 TO 15+00
11 C-08 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 16+00 TO 23+00
12 C-09 SOUTH DETENTION BASIN EAST TO WEST CROSS SECTIONS STA. 24+00 TO 29+00
13 C-10 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 0+00 TO 4+00
14 C-11 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 5+00 TO 9+00
15 C-12 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 10+00 TO 14+00
16 C-13 SOUTH DETENTION BASIN NORTH TO SOUTH CROSS SECTIONS STA. 15+00
17 C-14 CHANNEL PLAN AND PROFILE STA. 2048+00 TO STA. 2060+02.78
18 C-15 CHANNEL PLAN AND PROFILE STA. 2036+00 TO STA. 2048+00
19 C-16 CHANNEL PLAN AND PROFILE STA. 2024+00 TO STA. 2036+00
20 C-17 CHANNEL PLAN AND PROFILE STA. 2012+00 TO STA. 2024+00
21 C-18 CHANNEL PLAN AND PROFILE STA. 2000+00 TO STA. 2012+00
22 C-19 CHANNEL PLAN AND PROFILE STA. 1988+00 TO STA. 2000+00
23 C-20 CHANNEL PLAN AND PROFILE STA. 1976+00 TO STA. 1988+00
24 C-21 CHANNEL PLAN AND PROFILE STA. 1964+00 TO STA. 1976+00
25 C-22 CHANNEL PLAN AND PROFILE STA. 1952+00 TO STA. 1964+00
26 C-23 CHANNEL PLAN AND PROFILE STA. 1940+00 TO STA. 1952+00
27 C-24 CHANNEL PLAN AND PROFILE STA. 1928+00 TO STA. 1940+00
28 C-25 CHANNEL PLAN AND PROFILE STA. 1916+00 TO STA. 1928+00
29 C-26 CHANNEL PLAN AND PROFILE STA. 1904+00 TO STA. 1916+00
30 C-27 CHANNEL PLAN AND PROFILE STA. 1892+00 TO STA. 1904+00
31 C-28 CHANNEL PLAN AND PROFILE STA. 1880+00 TO STA. 1892+00
32 C-29 CHANNEL PLAN AND PROFILE STA. 1868+33.90 TO STA. 1880+00
33 C-30 OPTION, CHANNEL ALIGNMENT DATA 1 OF 4
34 C-31 OPTION, CHANNEL ALIGNMENT DATA 2 OF 4
35 C-32 OPTION, CHANNEL ALIGNMENT DATA 3 OF 4
36 C-33 OPTION, CHANNEL ALIGNMENT DATA 4 OF 4
37 C-34 CHANNEL TYPICAL SECTIONS STA. 2060+00 TO 1985+50
38 C-35 CHANNEL TYPICAL SECTIONS STA. 1984+50 TO 1869+41
39 C-36 CHANNEL CROSS SECTIONS STA. 2060+27 TO 1993+66
40 C-37 CHANNEL CROSS SECTIONS STA. 1991+41 TO 1930+29
41 C-38 CHANNEL CROSS SECTIONS STA. 1928+27 TO 1868+32
42 C-39 NORTH CHANNEL RIGHT OF WAY TABULATION
43 C-40 SOUTH CHANNEL RIGHT OF WAY TABULATION
44 C-41 CHANNEL RIPRAP DETAILS AT BRIDGES
45 C-42 CUTTEN WEIR PLAN AND SECTIONS
46 C-43 LATERAL CHANNEL 1
47 C-44 LATERAL CHANNEL 2
48 C-45 LATERAL CHANNEL 3
49 C-46 LATERAL CHANNEL 4
50 C-47 LATERAL CHANNEL 5
51 C-48 BACK SLOPE INTERCEPTOR STRUCTURES
52 C-49 STORM DRAIN SCHEDULE
53 C-50 STORM DRAIN SECTIONS
54 C-51 EROSION CONTROL DETAILS
GEOTECHNICAL
55 F-01 SOIL BORINGS - 1 OF 8
56 F-02 SOIL BORINGS - 2 OF 8
57 F-03 SOIL BORINGS - 3 OF 8
58 F-04 SOIL BORINGS - 4 OF 8
59 F-05 SOIL BORINGS - 5 OF 8
60 F-06 SOIL BORINGS - 6 OF 8
61 F-07 SOIL BORINGS - 7 OF 8
62 F-08 SOIL BORINGS - 8 OF 8
STRUCTURAL
63 S-01 GENERAL NOTES
64 S-02 BOX CULVERT 4 - 10 x 10 PLAN AND PROFILE
65 S-03 WEIR STRUCTURE PLAN AND PROFILE
66 S-04 BOX CULVERT 4 - 10 X 10
67 S-05 SINGLE BOX CULVERTS - PRECAST
68 S-06 BOX CULVERTS - PRECAST - MISCELLANEOUS DETAILS
69 S-07 EXTENDED HEADWALL CURB DETAILS
70 S-08 CONCRETE HEADWALLS AND WINGWALLS
71 S-09 SAFETY END TREATMENT
72 S-10 CUTTEN WEIR PAVING DETAILS
73 S-11 CONCRETE PAVEMENT DETAILS SHEET 1 OF 2
74 S-12 CONCRETE PAVEMENT DETAILS SHEET 2 OF 2
75 S-13 TYPICAL PAVEMENT SECTIONS
76 S-14 BASIN OUTFALL PLAN AND SECTION
77 S-15 OUTFALL PIPE HEADWALL CONCRETE DETAILS
78 S-16 OUTFALL PIPE HEADWAY CONCRETE DETAILS
79 S-17 OUTFALL PIPE HEADWALL INLET DETAILS
80 S-18 HANDRAIL DETAILS
81 S-19 WEIR AND SLOPE PAVING DETAILS

File details come from the government source that posted it. Updated .