B3_W9126G-16-B-0023-Plans.pdf
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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 .