W912HY21B0011-PLANS.pdf
PDF 39 MB Posted
- Solicitation number
- W912HY21B0011
About this file
This document provides details on a federal contract solicitation for dredging services along the Houston Ship Channel in Texas. The solicitation is being issued as an unrestricted procurement by the Department of the Army Corps of Engineers Galveston District for pipeline dredging in the Houston Ship Channel between Exxon and Carpenters Bayou and the Jacintoport Channel in Harris County, Texas. The estimated price range for the proposed construction is between $5 million and $10 million. Bids for the solicitation are due by 2:00 PM Central Time on June 3, 2021. Plans and specifications for the dredging work are attached in the associated file.
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Other files
| File | Type | Posted |
|---|---|---|
| C1_Signed_Abstract_W912HY21B0011_3 Jun 2021.pdf | ||
| Amend-0002_W912HY21B0011.pdf | ||
| Amend 0001 W912HY21B0011.pdf | ||
| W912HY21B0011-Specs.pdf |
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Text version
of Engineers U.S. Army Corps
Galveston District
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W912HY21B0011
SOLICITATION NO.:
HSC 0401-0588SWG FILE NO.
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H A
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A S
TIDE STAFF
UNDERGROUND PIPELINE
LEGEND:
AUTOMATED GAUGE
LOCATION OF PIPELINE CROSSINGS
LOCATION OF CROSS SECTIONS
& CENTERLINE
CHANNEL STATIONING
C .S
RED BARGE LANE
GREEN BARGE LANE
G
CHANNEL TOE
DEEP DRAFT
HORIZONTAL CONTROL POINTS
UNLIGHTED BUOYS
LIGHTED BUOYS
LIGHT BEACONS
DAYBEACONS ODD DAYBEACONS EVEN
RANGE TOWERS AND RANGES
Bn Bn
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
SHORELINE
PLACEMENT AREA EXIST LEVEE
PLACEMENT AREA
TO BE USED
PLACEMENT AREA
A N
D C
O N
T R
O L T
A B
L E
S L E
G E
N D
A L
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N M
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A T
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R A
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E S
IN THE WORK AREA, AS DESCRIBED IN THE SPECIFICATIONS."
BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS
BE IN THAT LOCATION AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT
1-800-344-8377
TEXAS 811 (DIG-TESS)
1-800-545-6005 OR ONLINE www.Lonestar811.com
LONESTAR NOTIFICATION CENTER
8. THE FOLLOWING IS FURNISHED FOR INFORMATION ON VERIFYING PIPELINE OWNERSHIP
NECESSARY.
OVER OR ADJACENT TO THEIR PIPELINE/UTILITY USING ONECALL OR ANY OTHER MEANS
7. CONTRACTOR SHALL NOTIFY PIPELINE/UTILITY OWNERS 48 HOURS PRIOR TO ANY WORK
AND DEPTH EQUIPMENT. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
6. BEFORE AND AFTER DREDGING SURVEYS WILL BE TAKEN UTILIZING ELECTRONIC POSITIONING
DATED 2016, UNLESS OTHERWISE NOTED.
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP),
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO CHANNEL SIDE SLOPES AT THE SAME STATION.
FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL BE
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER TIDE (MLLW) DATUM.
COORDINATE SYSTEM, SOUTH CENTRAL ZONE NAD83 US SURVEY FEET.
1. HORIZONTAL COORDINATES ARE REFERENCED TO TEXAS STATE PLANE
GENERAL NOTES:
G-002 bid option work areas)
(Hatching indicates
DREDGED
TO BE
WORK AREA
of Engineers U.S. Army Corps
Galveston District
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THEORETICAL
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IN-SITU
TOP OF SLOPE
IN-SITU
MEASURED BEFORE AND AFTER DREDGING
IN-SITU VOLUME MEASUREMENT
SHOAL TO BE REMOVED FROM
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TRANSIENT
TOE
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RED SIDE
TOE
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RED SIDE
RED SIDE
1'ALLOWABLE OVERDEPTH
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NOT TO SCALE
2.5
TYPICAL PAY SECTION - HOUSTON SHIP CHANNEL
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
IN-SITU
RED SIDE
RED SIDE
NOT TO SCALE
3.0
NOT TO SCALE
TYPICAL PAY SECTION - JACINTOPORT CHANNEL
NOT TO SCALE
LC CHANNEL ALIGNMENT
PAY & ACCEPTANCE AREA
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
IN-SITU
TOP OF SLOPE
IN-SITU
MEASURED BEFORE AND AFTER DREDGING
IN-SITU VOLUME MEASUREMENT
SHOAL TO BE REMOVED FROM
SUB-SURFACE
TRANSIENT
TOE
CHANNEL
FEDERAL
GRN SIDE
GRN SIDE
GRN SIDE
RED SIDE
TOE
CHANNEL
FEDERAL
RED SIDE
RED SIDE
1'ALLOWABLE OVERDEPTH
2.5
NOT TO SCALE
2.5
VARIES VARIES
LC CHANNEL ALIGNMENT
PAY & ACCEPTANCE AREA
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
IN-SITU
IN-SITU VOLUME MEASUREMENT
SHOAL TO BE REMOVED FROM
SUB-SURFACE
TRANSIENT
TOE
CHANNEL
FEDERAL
GRN SIDE
GRN SIDE
GRN SIDE
TOE
CHANNEL
FEDERAL
RED SIDE
1'ALLOWABLE OVERDEPTH
2.5
TOE
CHANNEL
CARE DOCK
GRN SIDE
TOE
CHANNEL
CARE DOCK
RED SIDE
AT CROSS SECTION
DISTANCE AS SHOWN
AT CROSS SECTION
DISTANCE AS SHOWN
AT CROSS SECTION
DISTANCE AS SHOWN
AT CROSS SECTION
DISTANCE AS SHOWN
PAY & ACCEPTANCE AREA
AND AFTER DREDGING
MEASURED BEFOREMEASURED BEFORE AND AFTER DREDGING
TYPICAL PAY SECTION - HOUSTON SHIP CHANNEL & CARE DOCK
1'ALLOWABLE OVERDEPTH
-41.5 AUTHORIZED DEPTH
-43.5 REQUIRED DEPTH
TYPICAL PAY SECTION - JACINTOPORT CHANNEL
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G-003
-46.5 AUTHORIZED DEPTH
-48.5 REQUIRED DEPTH
-46.5 AUTHORIZED DEPTH
-48.5 REQUIRED DEPTH
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
IN-SITU
RED SIDE
RED SIDE
AT CROSS SECTION
DISTANCE AS SHOWN
3.0
LC CHANNEL ALIGNMENT
PAY & ACCEPTANCE AREA
TOP OF SLOPE
THEORETICAL
TOP OF SLOPE
IN-SITU
IN-SITU VOLUME MEASUREMENT
SHOAL TO BE REMOVED FROM
SUB-SURFACE
TRANSIENT
GRN SIDE
GRN SIDE
1'ALLOWABLE OVERDEPTH
2.5
AT CROSS SECTION
DISTANCE AS SHOWN
AT CROSS SECTION
DISTANCE AS SHOWN
PAY & ACCEPTANCE AREA
AND AFTER DREDGING
MEASURED BEFOREMEASURED BEFORE AND AFTER DREDGING
1'ALLOWABLE OVERDEPTH
-41.5 AUTHORIZED DEPTH
-43.5 REQUIRED DEPTH
-41.5 AUTHORIZED DEPTH
TOE
CHANNEL
DOCK A
GRN SIDE
TOE
CHANNEL
DOCK A
RED SIDE
TOE
CHANNEL
JACINTOPORT
GRN SIDE
TOE
CHANNEL
JACINTOPORT
RED SIDE
MEASUREMENT
IN-SITU VOLUME
REMOVED FROM
SHOAL TO BE
STA.576+00 TO STA.585+85.6
-40.5 REQUIRED DEPTH
585+90.6 TO 594+57.35
-38.5 REQUIRED DEPTH
AT CROSS SECTION
DISTANCE AS SHOWN
MEASUREMENT
IN-SITU VOLUME
REMOVED FROM
SHOAL TO BE
-50
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NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
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-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
580' 200'
592'
467' 200'
204'
305.5' 200'
200' 200'
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NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
591+66.15
600+00
610+00
620+00
622+70.63
590+00
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2.5
2.5
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2.5
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2.5
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-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
200' 200'
200' 200'
200.1' 200' 200' 200'
203.6' 203.6'
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NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
C CHANNEL
L C CHANNEL
L of Engineers U.S. Army Corps
Galveston District
G A
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A S
C O
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G A
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
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C h e c k e d b y
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Drawing No.:
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H A
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S T
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H
IP
C
H A
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D R
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G
IN
G S
E C
T
IO
N S
C-303
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
200' 200'
265' 265'
265' 265' 650' 265'
650' 265'
266.5' 266.5'
500+00
510+00
520+00
527+35
531+48.69
496+13.19
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
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600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
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A S
C O
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F E
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IN
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Drawing No.:
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C-304
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A S
S T
A .5
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T
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T A .4
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H
O U
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H
IP
C
H A
N N
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D R
E D
G
IN
G S
E C
T
IO
N S
C-304
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
650.3' 265.2'
650' 265'
265' 265' 300' 300'
300' 300'
470+00
480+00
480+13.28
490+00
-50
-60
-10
-20
-30
-40
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-10
-20
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-50
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600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
460+00
468+56.71
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
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E X
A S
C O
R P
S O
F E
N G
IN
E E
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U .S
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T R
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D a te
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S u b m it te d b y
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A p p ro v a l R e c o m m e n d e d
S c a le
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C h e c k e d b y
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Drawing No.:
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A H
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IN
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T O
P O
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H A
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X O
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A R
P E
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A Y
O U A
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H O
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T O
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H
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H A
N N
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E X
A S
S T
A .4
T
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T A .4
H O
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T O
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H
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C
H A
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D R
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G
IN
G S
E C
T
IO
N S
C-305
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
300' 300'
300' 300'
300' 300' 300' 300'
420+40.01
437+45.88
450+00
456+37.99
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
429+15.50
440+00
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
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E X
A S
C O
R P
S O
F E
N G
IN
E E
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U .S
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G A
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
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C h e c k e d b y
D e s c ri p ti o n
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Drawing No.:
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SOLICITATION NO.:
HSC 0401-0588SWG FILE NO.
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A R
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A Y
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H O
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T O
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H
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C
H A
N N
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A S
S T
A .4
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T
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T A .4
.0
H
O U
S T
O N S
H
IP
C
H A
N N
E L
D R
E D
G
IN
G S
E C
T
IO
N S
C-306
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
300' 300'
300' 300'
300' 300' 300' 300'
406' 300'
360+00
370+00
380+00
390+00
400+00
410+00
-50
-60
-10
-20
-30
-40
-50
-10
-20
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-40
-50
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600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
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U .S
A R
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T R
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G A
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
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C h e c k e d b y
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H
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A Y
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H
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C
H A
N N
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A S
S T
A .4
T
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T A .3
H O
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T O
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H
IP
C
H A
N N
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D R
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G
IN
G S
E C
T
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N S
C-307
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
300' 300'
300' 300'
300' 300' 265' 283'
330+00
340+00
342+98.05
317+74.92
320+00
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
352+08.88
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
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T
G A
L V
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T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
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SOLICITATION NO.:
HSC 0401-0588SWG FILE NO.
F il e
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T im e
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C A
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S C -0
H
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C P L A
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C -3
S E
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M P
A re a E n g in e e r
D E
R E
K R
A N
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R S
O N P .E
R e s id e n t E n g in e e r
M A
Y
B D
C
D A
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A H
M
P
IP
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IN
E D
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IN
G J
A C
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T O
P O
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H A
N N
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E X
X O
N T
O C
A R
P E
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E R 'S B
A Y
O U A
N D
H O
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T O
N S
H
IP
C
H A
N N
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E X
A S
S T
A .3
.8
T
O S
T A .3
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H
O U
S T
O N S
H
IP
C
H A
N N
E L
D R
E D
G
IN
G S
E C
T
IO
N S
C-308
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
265' 379.1'
265' 265'
265' 265' 265' 265'
265' 265'
265' 265'
300+00
310+00
260+00
270+00
280+00
290+00
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
600 500 600 600 500 6000100200300400500 100 200 300 400 0100200300400500 100 200 300 400
500600 500 600 500600 500 6000100200300400 100 200 300 400 0100200300400 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
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T O
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A S
C O
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S O
F E
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T R
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G A
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T O
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H O
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D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
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SOLICITATION NO.:
HSC 0401-0588SWG FILE NO.
F il e
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R e s id e n t E n g in e e r
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H A
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X O
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A R
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A Y
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H O
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T O
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H
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H A
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A S
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A .3
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T A .2
H O
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H
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C
H A
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D R
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G
IN
G S
E C
T
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N S
C-309
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
265' 360'
265' 278.4'
265' 265' 300' 400'
300' 400'
300' 400'
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
0100200300 100 200 300
0100200300 100 200 300
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
0100200 100 200 300
0100200 100 200 300
0100200 100 200 300
0100200 100 200 300
0100200 100 200 300
0100200 100 200 300
41+18
38+00
34+82.11
32+00
28+82.11
26+75.51
24+00
23+21.09
21+37.72
18+00
17+00
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACEMEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
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T O
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A S
C O
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S O
F E
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IN
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U .S
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T R
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T
G A
L V
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T O
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H O
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D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
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D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
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Drawing No.:
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SOLICITATION NO.:
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R e s id e n t E n g in e e r
M A
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IN
T O
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H A
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X O
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A Y
O U A
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H O
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T O
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H
IP
C
H A
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E X
A S
S T
A .4
T
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T A .1
J A
C
IN
T O
P O
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H A
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IN
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E C
T
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C-310
100' 100'
100' 100'
100' 100' 100' 100'
100' 100'
100' 100' 100' 133.4'
100' 156.1'
100' 214.1'
100' 104.4'
100' 117.6'
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
-43.5' REQUIRED DEPTH
-43.5' REQUIRED DEPTH
-41.5 AUTHORIZED DEPTH
-41.5 AUTHORIZED DEPTH
-10
-15
-20
-25
0 100
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
50100
-5
-30
-35
-40
-45
-50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
0 10050100 50
-10
-15
-20
-25
-5
-30
-35
-40
-45
-50
41+18 38+00 33+00 28+00 22+79.45
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE MEASURED SUB-SURFACE MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
L V
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T O
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A S
C O
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IN
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R D
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T R
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G A
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T O
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H O
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D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
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Drawing No.:
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SOLICITATION NO.:
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F il e
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S C -0
H
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C P L A
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H E D
IR
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F R
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H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
D E
R E
K R
A N
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O N P .E
R e s id e n t E n g in e e r
M A
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B D
C
D A
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A H
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G J
A C
IN
T O
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H A
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X O
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A Y
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H O
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T O
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H
IP
C
H A
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E X
A S
S T
A .4
T
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T A .2
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J
A C
IN
T O
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O C
K A
D R
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G
IN
G S
E C
T
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N S
C-311
160' 160' 160' 160' 160'
1' ALLOWABLE OVERDEPTH
-41.5' REQUIRED DEPTH
1' ALLOWABLE OVERDEPTH
-41.5' REQUIRED DEPTH
0.000.000.00
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
0100200 100 200 300 400 0100200 100 200 300 400
5000100200 100 200 300 400 0100200 100 200 300 400
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
NOTES: 1. DATE OF SURVEYS MARCH 2020. 2. ALL SECTIONS LOOKING TOWARDS INCREASING STATIONS. 3. ALL PROFILE ELEVATIONS ARE M.L.L.W. DATUM
594+57.35
591+66.15
585+90.60
585+85.6
579+00
576+00
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
MEASURED SUB-SURFACE
of Engineers U.S. Army Corps
Galveston District
G A
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T O
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A S
C O
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F E
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IN
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U .S
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G A
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H O
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R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
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C h e c k e d b y
D e s c ri p ti o n
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Drawing No.:
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SOLICITATION NO.:
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H
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T
O
C A
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K D
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IN
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E C
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C-312
189.8'
245.3'
188.8'
247.3'
289.3'
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
-40.5' REQUIRED DEPTH
-40.5' REQUIRED DEPTH
-38.5' REQUIRED DEPTH
-38.5' REQUIRED DEPTH
| HSC-0401-0588_01_G-001_COVER-BORDER_TxSc-83 |
| HSC-0401-0588_01_G-002_NOTES |
| HSC-0401-0588_01_G-003_TYPICAL SECTIONS |
| HSC-0401-0588_02_C-101_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-102_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-103_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-104_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-105_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-106_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-107_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-108_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-109_PLAN_TxSc-83 |
| HSC-0401-0588_02_C-110_PLAN_TxSc-83 |
| HSC-0401-0588_03_C-301_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-302_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-303_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-304_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-305_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-306_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-307_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-308_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-309_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-310_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-311_SECTION_TxSc-83 |
| HSC-0401-0588_03_C-312_SECTION_TxSc-83 |
| 2021-05-04T11:27:25-0500 | |
| KING.JOSEPH.LOUIS.1060357338 |
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