W9126G18B0023-Plans.pdf

PDF 6 MB Posted Jul 17, 2018

Attached to: Houston Ship Channel, Texas, Cedar Bayou Channel in Chambers County, Texas, Pipeline Dredging.
Solicitation number: W9126G18B0023
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Plans

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Other files

File	Type	Posted
Revised-Abstract-W9126G18B0023.pdf	PDF	Aug 21, 2018
Abstract-W9126G18B0023_signed.pdf	PDF	Aug 20, 2018
Preliminary-Abstract-W9126G18B0023.pdf	PDF	Aug 16, 2018
SF30_AMD_0001.pdf	PDF	Aug 15, 2018
W9126G18B0023-Specs.pdf	PDF	Jul 17, 2018

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SHEET

# of 13

DWG.

NO. TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 LOCATION PLAN AND INDEX OF DRAWINGS

3 G-003 GENERAL NOTES, LEGEND, AND CONTROL TABLES

4 G-004 GENERAL NOTES, CHANNEL TEMPLATE INFORMATION

CIVIL-SITE

5 C-101 PLAN - CEDAR BAYOU - STA. 8+00 TO STA. 46+00

6 C-102 PLAN - CEDAR BAYOU - STA. 46+00 TO STA. 104+00

7 C-103 PLAN - CEDAR BAYOU - STA. 104+00 TO STA.158+00

8 C-104 PLAN - CEDAR BAYOU - STA. 158+00 TO STA. 207+00

9 C-105 PLAN - CEDAR BAYOU - STA. 207+00 TO STA. 240+00

10 C-301 CROSS SECTION - CEDAR BAYOU - STA. 8+00 TO STA. 100+00

11 C-302 CROSS SECTION - CEDAR BAYOU - STA. 110+00 TO P.C. STA. 208+95.54

12 C-303 CROSS SECTION - CEDAR BAYOU - STA. 210+00 TO STA. 240+00

13 C-401 PLAN - PLACEMENT AREA - NO. 2

13 13 -- Total Number of Drawings

INDEX OF DRAWINGS

CHANNEL TIDE STAFF CONTROL

REFERENCE EASTING (X) NORTHING (Y) LATITUDE LONGITUDE Section No.

for Gauge CEDAR BAYOU MORGANS POINT 877 0613 J 3,243,490.01 13,817,506.42 29°40' 56.13" 94°59' 01.55" 1 thru 2 CEDAR BAYOU CRAWLYS * x x x x°x' x" x°x' x" 3 thru 5

TIDE STAFF DATA - MLLW

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

POB 0+00.00 13,818,019.240 3,244,050.590

BACK P.I. 26+52.02 13,819,367.130 3,246,334.530

FWD. 21+95.17

P.C. 26+80.49 13,819,572.840 3,246,774.110 1 P.I. 33+79.84 13,819,869.260 3,247,407.530 5,729.52 1,391.80 13°55'05.43" Right

CC 13,814,383.440 3,249,202.600

P.T. 40+72.30 13,820,004.620 3,248,093.650 P.C. 47+64.82 13,820,138.650 3,248,773.070

2 P.I. 51+55.07 13,820,214.190 3,249,155.950 1,141.88 752.09 37°44'14.56" Right

CC 13,819,018.370 3,248,994.080

P.T. 55+16.91 13,820,039.590 3,249,504.960

BACK P.C. 139+02.16 13,816,287.980 3,257,004.160

FWD. 139+20.03

3 P.I. 142+65.60 13,816,133.220 3,257,313.530 2,376.67 687.02 16°33'45.05" Right

CC 13,814,162.460 3,255,940.830

P.T. 146+06.70 13,815,896.680 3,257,565.950 P.C. 163+88.24 13,814,678.500 3,258,865.910

4 P.I. 185+94.85 13,813,169.660 3,260,476.050 1,145.91 2,502.26125°06'49.95 Left

CC 13,815,514.650 3,259,649.460

P.T. 188+90.49 13,815,354.660 3,260,784.140 P.C. 201+79.35 13,816,630.890 3,260,964.090

5 P.I. 203+28.07 13,816,778.160 3,260,984.860 1,145.85 295.79 14°47'25.46" Right

CC 13,816,470.910 3,262,098.720

P.T. 204+75.14 13,816,915.240 3,261,042.530 P.C. 208+95.54 13,817,302.740 3,261,205.550

6 P.I. 212+59.11 13,817,637.870 3,261,346.540 1,145.90 704.13 35°12'24.80" Right

CC 13,816,858.390 3,262,261.790

P.T. 215+99.67 13,817,830.420 3,261,654.950 P.C. 229+92.45 13,818,568.000 3,262,836.390

7 P.I. 231+90.08 13,818,672.660 3,263,004.040 1,145.91 391.42 19°34'15.73" Left

CC 13,819,540.030 3,262,229.550

P.T. 233+83.87 13,818,827.430 3,263,126.940 P.C. 239+32.29 13,819,256.920 3,263,467.980

8 P.I. 240+48.14 13,819,347.640 3,263,540.020 1,145.65 230.91 11°32'54.50" Left

CHANNEL ALIGNMENT DATA

CEDAR BAYOU CHANNEL

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

NAME STAMPING PID ID EASTING (X) NORTHING (Y) ELEV

(NAVD88)

ELEV

(MLLW) LATITUDE LONGITUDE

877 0613 J (Morgans Point) 0613 J 2004 DO9986 3,243,143.03 13,817,079.12 17.39 17.44 29°40' 52.02" 95°59' 05.65" JUANITA JUANITA 2014 BBDQ30 3,258,223.10 13,817,021.98 5.30 5.30 29°40' 46.30" 94°56' 14.80"

HORIZONTAL CONTROL MONUMENTS (TCOON)

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FEET

Section No Channel Station

Auth Depth

Adv Depth

Over Depth

Green Bottom Width

Red Bottom Width

Total Bottom Width

Green Slope

Red Slope

Line[L]/ Curve[C]

Remarks

8+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

20+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

21+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 22+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 23+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 24+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 25+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 26+00 D 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE Downstream Station 26+52.02 11 0 1 50.06 50.06 100.12 3:1 3:1 LINE P.I. Equation Back 21+95.17 11 0 1 50.06 50.06 100.12 3:1 3:1 LINE Equation Forward

23+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

26+80.49 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

27+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

40+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

40+72.30 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

41+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

47+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

47+64.81 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

48+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

50+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

55+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

55+16.91 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

56+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

100+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

138+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

139+02.16 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC Equation Back 139+19.68 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE Equation Forward

140+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

145+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

146+06.70 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

147+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

150+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

163+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

163+88.24 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

165+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

188+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

188+90.49 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

190+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

200+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

201+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

201+79.35 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

202+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

204+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

204+75.14 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

205+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

208+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

208+95.54 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

210+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

215+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

215+99.67 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

217+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

229+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

229+92.45 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

231+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

233+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

233+83.87 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PT

235+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

239+00 11 0 1 50.00 50.00 100.00 3:1 3:1 LINE

239+32.29 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE PC

240+00 11 0 1 50.00 50.00 100.00 3:1 3:1 CURVE

SECTION

NO. 4

SECTION

NO. 5

Cedar Bayou Channel Template Information Stations Looking toward Increasing Stations - Distance from Centerline Bottom toe (ft)

SECTION

NO. 2

Depths Channel Slopes

SECTION

NO. 1

SECTION

NO. 3

W9126G18B0023-PLANS

GENERAL

1 G-001 COVER SHEET

2 G-002 LOCATION PLAN AND INDEX OF DRAWINGS

3 G-003 GENERAL NOTES, LEGEND, AND CONTROL TABLES

4 G-004 GENERAL NOTES, CHANNEL TEMPLATE INFORMATION

CIVIL-SITE

5 C-101 PLAN - CEDAR BAYOU - STA. 8+00 TO STA. 46+00

6 C-102 PLAN - CEDAR BAYOU - STA. 46+00 TO STA. 104+00

7 C-103 PLAN - CEDAR BAYOU - STA. 104+00 TO STA.158+00

8 C-104 PLAN - CEDAR BAYOU - STA. 158+00 TO STA. 207+00

9 C-105 PLAN - CEDAR BAYOU - STA. 207+00 TO STA. 240+00

10 C-301 CROSS SECTION - CEDAR BAYOU - STA. 8+00 TO STA. 100+00

11 C-302 CROSS SECTION - CEDAR BAYOU - STA. 110+00 TO P.C. STA. 208+95.54

12 C-303 CROSS SECTION - CEDAR BAYOU - STA. 210+00 TO STA. 240+00

13 C-401 PLAN - PLACEMENT AREA - NO. 2

	2018-07-06T10:42:02-0500
THOMAS.ROBERT.CHARLES.III.1062686924

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