W912HY19B0030-PLANS_-SIGNED-2019-07-26.pdf
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- Houston Ship Channel, Texas, Clinton Placement Area Improvements in Harris County, Texas
- Solicitation number
- W912HY19B0030
About this file
This solicitation document outlines requirements for a construction contract to perform improvements at the Clinton Placement Areas in Houston, Texas. Work includes raising approximately 575,000 cubic yards of containment dikes, constructing 70,000 linear feet of drainage ditches, and rehabilitating two existing drop outlet structures. The contractor must have experience with dredged material placement area projects and demonstrate qualifications as a prime contractor. The contract is for a firm fixed price between $5-10 million. Responses are due by August 19, 2019, with an estimated award in September 2019. The North American Industry Classification System code is 237990 and the small business size standard is $36.5 million. Subcontracting goals include 50% for small businesses, 17% for small disadvantaged businesses, 18% for woman-owned small businesses, 10% for HubZone small businesses, and 8.5% for veteran-owned small businesses.
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Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
CONTAINMENT DIKE RAISE
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0030
HOUSTON SHIP CHANNEL, TEXAS
HSC 401-576
AND DEWATERING
employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING BRANCH
WILLIE J. HONZA, P.E.
CLINTON EAST & WEST PLACEMENT AREAS
July 2019
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NAVD88 EL.=29.31
Y=13,830,815.260
X=3,152,837.530
PID NO. DO9988
877 0777 C (Manchester Houston) TCOON
NAVD88 EL.=12.85
Y=13,839,400.290
X=3,180,394.360
PID NO. DO9979
877 0553 070035 RM (Greens Bayou) TCOON
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VICINITY MAP
LOCATION
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SCALE IN FEET
0 1,200 2,400 3,600
PLAN
PLACEMENT AREA
EAST CLINTON
W912HY19B0030
SOLICITATION NO.:
GENERAL NOTES:
AS DESCRIBED IN THE SPECIFICATIONS.
ANY CURRENT OBSTRUCTIONS IN THE WORK AREA,
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY
WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
BE IN THAT LOCATION AS OF THE TIME OF THE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT
2016, UNLESS OTHERWISE NOTED.
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED
6. AERIAL IMAGERY SOURCED FROM THE NATIONAL
ADJACENT TO THEIR PIPELINE OR UTILITY.
LEAST 48 HOURS PRIOR TO WORKING OVER OR
PIPELINE OPERATORS AND/OR UTILITY OWNERS AT
PIPELINES OR UTILITIES ARE LOCATED NOTIFY
LIMITS OF WORK AND IF PREVIOUSLY UNKNOWN
POTENTIAL PIPELINES OR UTILITIES WITHIN THE
5. AS A PRECAUTION USE ONE-CALL TO LOCATE
WITHIN THE LIMITS OF WORK.
4. THERE ARE KNOWN PIPELINES OR UTILITIES
CONTRACTOR UPON REQUEST IN WRITING.
DATA (IF AVAILABLE) WILL BE FURNISHED TO THE
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT
TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
REFERENCED TO TEXAS STATE PLANE, NAD83,
2. HORIZONTAL DATUM AND DISTANCES ARE
SURVEYS WERE TAKEN MARCH 2019.
WHITMIRE, MICHAEL GIVENS, MARCUS O'DONOHOE.
SURVEYORS FOR CLINTON EAST ARE JONATHAN
VARGAS, ALFONSO RIVERA AND JOHN WALDEN;
SELLS; SURVEYORS FOR CLINTON WEST ARE JOSE
USING GEOID12B. SURVEY LEADER IS MIKE
AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
1. ELEVATIONS ARE REFERENCED TO THE NORTH
of Engineers U.S. Army Corps
Galveston District
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W912HY19B0030
SOLICITATION NO.:
WEIR SPILLWAY
TIDE STAFF HORIZONTAL CONTROL POINTS
MOUNDS
PERIMETER DITCHING
LATERAL/INTERIOR DITCHING
STRUCTURE
DROP OUTLET
PIPE(S)
NEW DIKES TO BE BUILT
LIMITS OF UNCONFINED PLACEMENT
EXIST. DIKES BY OTHERS
EXIST. DIKES TO REPAIR
EXISTING DIKES
UNDERGROUND PIPELINE
ELECTRIC LINE
OVERHEAD
COLLECTOR SUMP
LEGEND
LOCATION OF CROSS SECTIONS C
S of Engineers U.S. Army Corps
Galveston District
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EXCAVATED SOIL.
FILTER FABRIC
WIRE
EXTENSION OF FABRIC
INTO TRENCH
FLOW
TRENCH UPSLOPE ALONG LINE
FLOW
FLOW
FLOW
FLOW
6'
MAX
EXISTING GROUND 50' MIN
GRADED TO PREVENT
RUN-OFF FROM LEAVING SITE
COARSE AGGREGATE
50' MIN
EXISTING
GROUND
PUBLIC
RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
PROFILE
PLAN VIEW
PUBLIC
RIGHT-OF-WAY
LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN
50 FEET.
THICKNESS SHALL BE NOT LESS THAN 8 INCHES.
WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND
WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE
AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA.
1.
2.
3.
5.
4.
SHOWN ON THE CONSTRUCTION DRAWINGS.
SEPARATION GEOTEXTILE
FABRIC FOR FULL WIDTH
AND LENGTH OF EXIT
SC
SYMBOL
1. SET POSTS AT
STAKES AND EXTEND IT INTO
THE TRENCH. EXCAVATED SOIL.
FILTER FABRIC
2.
4"
EXTENSION OF FABRIC
INTO TRENCH
FLOW
HEIGHT OF 36 INCHES ABOVE NATURAL GROUND.
FLOW
2. EXCAVATE A 4"x4" TRENCH UPSLOPE
ALONG THE LINE OF STAKES.
(SEE NOTE 1)
FLOW
INTO TRENCH
EXTENSION OF FABRIC
FILTER FABRIC
ALTERNATE V-TRENCH
FF
SYMBOL
FLOW
FLOW FLOW
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS,
AND FOLDED.
3.
STAKE
18" MIN
12" MIN
STABILIZED CONSTRUCTION EXIT
A MAXIMUM OF 36 INCHES ABOVE NATURAL GROUND.
MINIMUM HEIGHT OF FILTER SHOULD BE 18 INCHES AND
FENCE POSTS WITH STAPLES.
THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS,
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
FENCE, WITH TIES SPACED EVERY 24 INCHES AT TOP AND
FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
MIDSECTION.
AND FOLDED.
5.
4.
1.
3.
2.
F L
O W
SYMBOL
RFB
18" MIN
F L
O W
POINTS A SHOULD BE HIGHER THAN
AAA A
B
B
PLANPLAN
REINFORCED FILTER FABRIC BARRIER
"V-DITCH" SECTION/ELEVATION TRAPEZOIDAL SECTION/ELEVATION
FILTER FABRIC FENCE
3. ATTACH FILTER MATERIAL TO WIRE
FENCE AND EXTEND IT INTO
2. SECURE WIRE FENCING TO POSTS
4. BACKFILL AND COMPACT THE
3. ATTACH FILTER MATERIAL TO
12"
4. BACKFILL AND COMPACT THE
18" MIN
(SEE NOTE 2)
OF POSTS (SEE NOTE 1).
THE TRENCH (SEE NOTE 3).
WOVEN WIRE FENCE TO BE FASTENED SECURELY TO
FILTER FABRIC
4-24 INCHES
INLET
A A
PLAN
IPB
SYMBOL
4" MIN
POINT B, OR AT TOP OF BANK (TYP)
SET 2 INCH BY 2 INCH WOODEN STAKES SPACED A MAX
OF 6 FEET APART AND EMBEDDED A MIN OF 12 INCHES.
(SEE NOTE 2). REQUIRED SPACING.
4" MIN
3' MAX
(SEE NOTE 4)
MAX SPACING OF 3 FEET AND EMBEDDED A MIN OF 8 INCHES.
IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED,
1. 2 INCH THICK BY 2 INCH WOODEN STAKES TO BE SET AT
FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX
ATTACH FILTER FABRIC TO WOODEN STAKES. FILTER FABRIC
SPACING OF POST MAY BE INCREASED TO 8 FEET MAX.
1. SET POSTS AND EXCAVATE 4"x4"
8" MIN
SECTION
A
A
B
B
SECTION SECTION
ALTERNATE
B B
A
SILT FENCE INLET PROTECTION BARRIER
WOOD POST)
(MIN 2 INCH BY 2 INCH
WOOD OR METAL STAKE
FOR RFB.
1. SEE CONSTRUCTION NOTES
CONSTRUCTION NOTE:
SEDIMENT FOR THE DURATION OF THE PROJECT.
6. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF
NOTES:
NOTES:
NOTES:
CUT OR FILL SLOPE
GRADE
F L
O W
MIN
2"
18" MIN
EXISTING OR GRADED GROUND
CUT OR FILL SLOPE
FLOW
GRADE
F L
O W
F L
O W
F L
O W
4" MIN
FLOW
EXISTING GROUND
LEVEL
GRADED GROUND AT THE UPSLOPE TOE TO TOP OF THE DIKE.
3.
2.
1. MATERIAL - MACHINE COMPACTED SOIL.
HEIGHT - 18" MINIMUM, MEASURED FROM THE EXISTING OR
4.
3.
2.
1.
SIDE SLOPES - 2:1 OR FLATTER
4.
BOTTOM WIDTH - 4 FEET MINIMUM CONSTRUCTED LEVEL.
DEPTH - 1 FOOT MINIMUM.
SIDE SLOPES - 2:1 OR FLATTER.
SWPPP DIVERSION DIKE SWPPP DIVERSION SWALE
TEMPORARY
GRADE - PROVIDE POSITIVE DRAINAGE TO POINT OF DISCHARGE.
GRADE - PROVIDE POSITIVE DRAINAGE TO POINT OF DISCHARGE.
DEVICE OR LEVEL SPREADER
OUTLET, SEDIMENT TRAPPING
DISCHARGE ONTO STABILIZED DEVICE OR LEVEL SPREADER
OUTLET, SEDIMENT TRAPPING
DISCHARGE ONTO STABILIZED
NOTES: NOTES:
1' MIN
4' MIN
N O
T T
O S
C A
L E
STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMMODATE A TRUCK WASHING
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E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
SCALE IN FEET
0 300 600 900
PLAN
AS DESCRIBED IN THE SPECIFICATIONS.
ANY CURRENT OBSTRUCTIONS IN THE WORK AREA,
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY
WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
BE IN THAT LOCATION AS OF THE TIME OF THE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT
2016, UNLESS OTHERWISE NOTED.
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED
1. AERIAL IMAGERY SOURCED FROM THE NATIONAL
NOTES:
W912HY19B0030
SOLICITATION NO.:
30'
30'
30'
30'
35'
35'
35'
35'
40'
40'
40'
40'
40'
40'
45'
45'
45'
45'
45'
45'
45'
45'
45'
50'
50'
55'
0+96-WA
0+00-WA
0+00-EA
0+34-EA
150+00-W
10+00-W
-W
130+00-W
20+00-W
30+00-W
120+00- W
40+ 00-W
110+00-W
50+00-W
-W
-W
-W
-W
+00
-W
110+00 -E
-E
-E
-E
10+00-E
0+
-E
-E
20+00-E
+0
0- E
30+00-E
-E
60+00-E
40+00-E
-E
-E
-E
-E
-W
-W
,1
,0
X
13,840,000Y=
,1
,5
X
,1
,5
X
,1
,0
X
,1
,5
X
,1
,0
X
,1
,5
X
,1
,0
X
13,840,000Y=
13,842,500Y=
Park
Manor
Galena
PLACEMENT AREA
WEST CLINTON
PLACEMENT AREA
EAST CLINTON
C O
N T
A
IN
M E
N T D
IK
E R
A
IS
E C
O N
S T
R U
C T
IO
N P
L A
N
M E R C
U R
Y
H O
L L
A N
D
H O
L L
A N
D
PORT TERMINAL RAILROAD
STA. 0+00-WA TO STA. 0+96-WA
RAISE ACCESS DIKE
STA. 0+00-EA TO STA. 0+34-EA
RAISE ACCESS DIKE
STA. 102+00-W TO 158+26.44-W
STA. 0+00-W TO STA. 96+50-W &
RAISE CONTAINMENT DIKE
STA. 96+50-W TO STA. 102+00-W
NO DIKE RAISE REQUIRED
STA. 0+00-E TO 154+31.76-E
RAISE CONTAINMENT DIKE
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -1
-P la n C o n s tr u c ti o n
B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-102
L
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A P .E
Z R
H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
SCALE IN FEET
0 300 600 900
PLAN
W912HY19B0030
SOLICITATION NO.:
-W
C .S
-W
C .S
150+00-W C.S.
10+00-WC.S.
+0
0-W
C.S
-W
C .S
135+00-W C.S.
-W
C .S
+0
0- W
C .S
130+00-W C.S.
-W
C .S
125+00-W C.S.
+0
0- W
C .S
120+00-W C.S.
+0
0- W
C .S
-W
C .S
115+00-W C.S.
+0
0- W
C.
S.
110+00-W C.S.
50+ 00-
W
C.S
105+00-W C.S.
55+00 -W
C.S.
-W
C .S
-W
C .S
-W
C .S
-W
C .S
-W
C .S . 7
-W
C .S
-W
C .S
-W
C .S
100+00-W
C.S.
-E
C .S
-E
C .S
-E
C .S . 1 -E
C .S . 1 -E
C .S
-E
C .S . 1 -E
C .S
110+00-E C.S.
5+00-EC.S.
105+00-E
C.S.
10+00-EC.S.
100+00-E
C .S
15+00-EC.S.
95+ 00-E
C .S
90+ 00-E
C .S
20+00-EC.S.
85+ 00-E
C .S
25+00-EC.S. 80+00-E
C .S
30+00-EC.S.
75+00-E
C.S.
-E
C .S
-E
C .S
35+00-EC.S.
60+00-E C.S.
40+00-EC.S.
-E
C .S
-E
C .S
.4
-W
C .S
-W
C .S
.7
-E
C .S
-E
C .S
113+50-E C.S.
-E
C .S
56+00-E C.S.
-E
C .S
D E
W A
T E
R
IN
G P
L A
N
WITH BOTTOM EL. 29' +/-
MIN. 40' WIDE TO PERIMETER DITCH
EXCAVATE COLLECTOR SUMP
WITH BOTTOM EL. 29' +/-
MIN. 40' WIDE TO PERIMETER DITCH
EXCAVATE COLLECTOR SUMP
300' M
IN
300' MIN.
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -1
-D e w a te ri n g P la n B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-103
L
IE
J
H O
N Z
A P .E
Z R
H
ID
P
G S
C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
20+00-W
30+00-W
150+00-W
-W
10+00-W
130+00-W
120+00- W
110+00-W 50+00-W
+00
-W
-W
-W
-W
-W
40+ 00-W
110+00 -E
0+
-E
-E
-E
-E
-E
10+00-E
20+00-E
30+00-E
-E
60+00-E 40+00-E
-E
-E
+0
0- E
-W
-W
-E
-E
SCALE IN FEET
0 400 800 1,200
PLAN
11 12
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14 L15 L16
L17
L18
L19
L20
L21
PERIMETER DITCH AND NOT BETWEEN THE BERM AND PERIMETER DITCH AS SHOWN ON TYPICAL IN C-503.
2. EXCAVATED MATERIAL FROM THE COLLECTOR SUMP AREA IS TO BE PLACED INSIDE PART OF THE
1. REFER TO LEGEND ON G-003.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-301
L
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J
H O
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A P .E
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H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
10+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
15+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
20+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
25+00-E
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE BASELINE
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
(N
A V
D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
5+00-E
0+00-E
BASELINE
C DIKE RAISEL C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
WALKWAY
RELOCATED
STRUCTURE
EXISTING DROP-OUTLET
48" S
TEEL PIP
E
S T
A -E T
O S
T A -E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
22'
EL +54'
30'20'
22'
18'
18'
19'
18'
18'
EL +54'
20' 30'
EL +50'
EL +50'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-302
L
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H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
30+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
35+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
40+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
45+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
50+00-E
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
54+00-E
<-- OUTSIDE - INSIDE --->
BASELINE
C DIKE RAISEL
GROUND
EXISTING
S T
A -E T
O S
T A -E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
18'
18'
19'
18'
18'
EL +54'
20'
30'
118'
GROUND
EXISTING
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
EL +50'
EL +50'
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
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A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-303
L
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J
H O
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Z R
H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
60+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
65+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
70+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
75+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
80+00-E
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISELC DIKE RAISEL
C DIKE RAISEL
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
56+00-E
<-- OUTSIDE - INSIDE --->
BASELINE
C DIKE RAISEL
GROUND
EXISTING
S T
A -E T
O S
T A -E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
EL +54'
20'
30'
18'
19'
18'
18'
18'
18'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
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S E
C B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
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R A
C T -P
L A
N S T x S c .d g
C-304
L
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H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
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L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
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H O
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T O
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H
IP
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H A
N N
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E X
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G A
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C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
85+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
90+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
95+00-E
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
100+00-E
110+00-E
105+00-E
C DIKE RAISEL C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
S T
A -E T
O S
T A -E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
118'
18'
18'
18'
18'
EL +54'
20'
30'
18'
GROUND
EXISTING
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-305
L
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H
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C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
130+00-E
125+00-E
120+00-E 135+00-E
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL C DIKE RAISEL
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
BASELINE
C DIKE RAISEL
BASELINE
C DIKE RAISEL
113+50-E
116+00-E
GROUND
EXISTING
S T
A -E T
O S
T A -E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
EL +54'
20'
30'
18'
18'
19'
19'
18'
18'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:3
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-306
L
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H O
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A P .E
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H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
145+00-E
140+00-E
150+00-E
154+31.76-E
C DIKE RAISEL
C DIKE RAISEL C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
WALKWAY
RELOCATED
STRUCTURE
EXISTING DROP-OUTLET
48" S
TEEL PIP
E
S T
A -E T
O S
T A .7
-E
E A
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
20'
22'
EL +54'
22'
EL +54'
20'
30'
18'
18'
19'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
EL +50'
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
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A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-307
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H
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P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
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A
IS
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L
IN
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T W
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T P
L A
C E
M E
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H O
U S
T O
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H
IP
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H A
N N
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E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
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A R
M Y
C O
M M
A N
D
IN
G
T
IM
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H Y R
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P R
E P
A R
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N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
10+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
15+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
20+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
25+00-W
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
5+00-W
0+00-W
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
EXISTING GAS PIPELINE
EXISTING GAS PIPELINE
GROUND
EXISTING
WALKWAY
RELOCATED
STRUCTURE
EXISTING DROP-OUTLET
48" STEEL PIPE
S T
A -W T
O S
T A -W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
EL +54'
20'
30'
EL +54'
20'
30'
20'
EL +54'
92'
18'
19'
18'
18'
18'
18'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
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S E
C B y m e c e z rh
:0
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A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-308
L
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J
H O
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Z R
H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
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W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
30+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
35+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
40+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
45+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
50+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
55+00-W
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
S T
A -W T
O S
T A -W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
20'
30'
EL +54'
20'
30'
EL +54'
18'
18'
18' 18'
18'
18'
EL +50'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
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A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
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C O
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C T -P
L A
N S T x S c .d g
C-309
L
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H O
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A P .E
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P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
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T W
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T P
L A
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H O
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T O
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IP
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H A
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E X
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G A
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C H
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R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
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U .S
A R
M Y
C O
M M
A N
D
IN
G
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IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
60+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
65+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
70+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
75+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
80+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
85+00-W
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
S T
A -W T
O S
T A -W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
20'
30'
EL +54'
30'
20'
EL +54'
20'
EL +54'
6'
19'
18'
18'
18'
3'
9'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
NOTES:
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
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C T -P
L A
N S T x S c .d g
C-310
L
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A P .E
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
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A T
E R
IN
G C
O N
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IN
M E
N T D
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A S
T W
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T P
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M E
N T A
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H O
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T O
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IP
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H A
N N
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E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
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L E
N
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A R
M Y
C O
M M
A N
D
IN
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O T
H Y R
V A
IL
P R
E P
A R
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E R T
H E D
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E C
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N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
90+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
95+00-W
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
BASELINE BASELINE
BASELINEBASELINE
BASELINE BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
105+00-W 120+00-W
115+00-W
110+00-W
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
S T
A -W T
O S
T A -W
S T
A -W T
O
-W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
20'
EL +54'
20'
30'
EL +54'
7'
7'
0'
4'
3'
3'
EL +50'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-311
L
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J
H O
N Z
A P .E
Z R
H
ID
P
G S
C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
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IN
M E
N T D
IK
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A
IS
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L
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N E
A S
T W
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T P
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C E
M E
N T A
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A S
H O
U S
T O
N S
H
IP
C
H A
N N
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E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
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IM
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H Y R
V A
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P R
E P
A R
E D U
N D
E R T
H E D
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N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
BASELINE
BASELINE
BASELINE BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
150+00-W135+00-W
130+00-W 145+00-W
140+00-W125+00-W
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
C DIKE RAISEL
GROUND
EXISTING
S T
A -W T
O S
T A -W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
20'
30'
EL +54'
20'
30'
EL +54'
18'
18'
19'
19'
19'
19'
EL +50'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
1. FOR LEGEND REFER TO LEGEND ON DWG C-501.
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -3
-X
S E
C B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
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C O
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C T -P
L A
N S T x S c .d g
C-312
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J
H O
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A P .E
Z R
H
ID
P
G S
C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
BASELINE
BASELINE
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
155+00-W
158+26.44-W
C DIKE RAISEL
C DIKE RAISEL
EXISTING GAS PIPELINE
STRUCTURE
EXISTING DROP-OUTLET
48" STEEL PIPE
S T
A -W T
O S
T A .4
-W
W E
S T C
L
IN
T O
N C
R O
S S S
E C
T
IO
N S
20'
30'
EL +54'
19'
18'
EXISTING GAS PIPELINE
GROUND
EXISTING
EL +54'
20' 92'
WALKWAY
RELOCATED
EL +50'
2. FOR TYPICAL SECTIONS SEE DWG C-501 & C-502.
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -5
-T y p ic a l S e c ti o n E a s t
D ik e
B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-501
L
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J
H O
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H
ID
P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
R E
A S
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W912HY19B0030
SOLICITATION NO.:
GROUND
EXISTING
LIMITS OF STRIPPING AND TURFING
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
20'
1% SLOPE
IMPERVIOUS FILL DIKE RAISE
SEMI-COMPACTED
BL ALIGNMENT
C DIKE
SCALE AS SHOWN
1% SLOPE
EL +50'
30'
LEGEND:
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
CONTAINMENT AND ACCESS DIKE (ADDITIONAL FILL)
SEMI-COMPACTED IMPERVIOUS FILL
0 20 40 60 80-20-40-60-80
<-- EAST - WEST --->
ALIGNMENT
ACCESS DIKE
LIMITS OF STRIPPING AND TURFING
GROUND
EXISTING
EL +54'
L
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
EL +50'
A N
D A
C C
E S
S D
IK
E R
A
IS
E E
A S
T C
O N
T A
IN
M E
N T D
IK
E T
Y P
IC
A L S
E C
T
IO
N S
C-501C-501
A
ACCESS DIKE RAISE
IMPERVIOUS FILL
SEMI-COMPACTED
DIKE RAISE
IMPERVIOUS FILL
SEMI-COMPACTED
SCALE AS SHOWN
2:1 VERTICAL EXAGGERATION
2:1 VERTICAL EXAGGERATION
EL +54'
C-501C-501
A
N.T.S.
STRUCTURE
DROP-OUTLET
INSIDE TOE
STABILITY BERM
3H:1V
STA. 0+00-EA
INSIDE CREST
STABILITY BERM
H :1
V
CONTAINMENT DIKE BASELINE ALIGNMENT
OUTSIDE CREST
STABILITY BERM
S T
A .7
-E
S T
A -E
S T
A .6
-E
STA. 0+21.03-E TO STA. 154+10.66-E
STABILITY BERM AT EAST CLINTON ACCESS DIKE
PLAN VIEW
H :1
V
A P
P R
O X
H :1
V
B E
R M
S T
A B
IL
IT
Y
A P
P R
O X
50'50'
STA. 0+29.5-EA
S T
A .0
-E
S T
A -E
S T
A -E
LC
ACCESS DIKE
TRANSITION BERM
STABILITY
20' MIN.
B EAST CLINTON CONTAINMENT DIKE RAISE AND STABILITY BERM
TYPICAL SECTION
BEAST CLINTON ACCESS DIKE RAISE
TYPICAL SECTION
1%1%
STABILITY BERM
SATISFACTORY MATERIALS
SEMI-COMPACTED
STABILITY BERM
SATISFACTORY MATERIALS
SEMI-COMPACTED
STABILITY BERM (ADDITIONAL FILL)
SEMI-COMPACTED SATISFACTORY MATERIALS
C-501 C-501
C-501 C-501
20'
20'
(STA. 0+24.93-E TO STA. 154+10.85-E).
6. THE SOUTH ENDS OF THE STABILITY BERM SHALL TRANSITION TO THE EXISTING GRADE ON A 3H:1V SLOPE
0+24.93-E AND STA. 154+10.85-E).
5. THE SOUTH ENDS OF THE DIKE SHALL TIE SMOOTHLY INTO THE EXISTING CONTAINMENT DIKE (STA.
4. THE ACCESS DIKE SHALL MATCH AND TIE INTO THE INTERIOR CREST OF THE CONTAINMENT DIKE RAISE.
APPROVED OFFSITE SOURCE(S).
SPECIFICATION REQUIREMENTS FOR SATISFACTORY MATERIALS AND SHALL BE OBTAINED FROM
3. BORROW MATERIAL FOR CONTAINMENT DIKE RAISE, STABILITY BERM, AND ACCESS DIKE SHALL MEET
ABOVE THE STABILITY BERM UNTIL THE BERM HAS REACHED ITS DESIGN ELEVATION.
THE CONTAINMENT DIKE SHALL NOT BE RAISED MORE THAN 12" (THICKNESS OF ONE SPREAD OF FILL)
2. THE STABILITY BERM SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE CONTAINMENT DIKE RAISE.
DROP-OUTLET STRUCTURE.
1. THE STABILITY BERM SHALL TIE INTO THE ACCESS DIKE AND TRANSITION TO 20' WIDTH AT THE
Galveston District
G A
L V
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T O
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C O
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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.:
F il e
M o d e l
N a m e
C -5
-T y p ic a l S e c ti o n W e s t
D ik e
B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
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C O
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C T -P
L A
N S T x S c .d g
C-502
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A P .E
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ID
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C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
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ID
B
B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
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E R
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M E
N T D
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T W
E S
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L A
C E
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N T A
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A S
H O
U S
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H
IP
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H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
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L E
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U .S
A R
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C O
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D
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H Y R
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P R
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H E D
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W912HY19B0030
SOLICITATION NO.:
IMPERVIOUS FILL DIKE RAISE
SEMI-COMPACTED
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100
GROUND
EXISTING
20'
1% SLOPE
BL ALIGNMENT
C DIKE
SCALE AS SHOWN
LIMITS OF STRIPPING AND TURFING
1% SLOPE
<-- OUTSIDE - INSIDE --->
LEGEND:
N.T.S.
CONTAINMENT AND ACCESS DIKE (ADDITIONAL FILL)
SEMI-COMPACTED IMPERVIOUS FILL
0 20 40 60 80-20-40-60-80
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D
<-- EAST - WEST --->
LIMITS OF STRIPPING AND TURFING
SCALE AS SHOWN
A N
D A
C C
E S
S D
IK
E R
A
IS
E W
E S
T C
O N
T A
IN
M E
N T D
IK
E T
Y P
IC
A L S
E C
T
IO
N S
C C-502 C-502
C C-502 C-502
ALIGNMENT
ACCESS DIKE
GROUND
EXISTING
EL +54'
EL +50'
ACCESS DIKE RAISE
IMPERVIOUS FILL
SEMI-COMPACTED
DIKE RAISE
IMPERVIOUS FILL
SEMI-COMPACTED
2:1 VERTICAL EXAGGERATION
2:1 VERTICAL EXAGGERATION
STRUCTURE
DROP-OUTLET
A C
C E
S S D
IK
E
20'
H :1
V
A P
P R
O X
INSIDE TOE
STABILITY BERM
OUTSIDE CREST
STABILITY BERM3H:1V
STA. 0+96-WA
STA. 0+00-WA
H :1
V
INSIDE CREST
STABILITY BERM
S T
A .4
-W
S T
A .4
-W
S T
A -W
S T
A .2
-W
H :1
V
3H:1V
EL +54'
EL +50'
L
D
30'
D WEST CLINTON CONTAINMENT DIKE RAISE AND STABILITY BERM
TYPICAL SECTION
STABILITY BERM
SATISFACTORY MATERIALS
SEMI-COMPACTED
STABILITY BERM
SATISFACTORY MATERIALS
SEMI-COMPACTED
STABILITY BERM (ADDITIONAL FILL)
SEMI-COMPACTED SATISFACTORY MATERIALS
C-502 C-502
C-502 C-502
STABILITY BERM AT WEST CLINTON ACCESS DIKE
PLAN VIEW
1% 1%
WEST CLINTON ACCESS DIKE RAISE
TYPICAL SECTION
B E
R M
S T
A B
IL
IT
Y
20'
CONTAINMENT DIKE RAISE ALIGNMENT
(STA. 0+54.45-W TO STA. 157+72.26-W).
6. THE SOUTH ENDS OF THE STABILITY BERM SHALL TRANSITION TO THE EXISTING GRADE ON A 3H:1V SLOPE
0+54.45-W AND STA. 157+72.26-W).
5. THE SOUTH ENDS OF THE DIKE SHALL TIE SMOOTHLY INTO THE EXISTING CONTAINMENT DIKE (STA.
4. THE ACCESS DIKE SHALL MATCH AND TIE INTO THE INTERIOR CREST OF THE CONTAINMENT DIKE RAISE.
APPROVED OFFSITE SOURCE(S).
SPECIFICATION REQUIREMENTS FOR SATISFACTORY MATERIALS AND SHALL BE OBTAINED FROM
3. BORROW MATERIAL FOR CONTAINMENT DIKE RAISE, STABILITY BERM, AND ACCESS DIKE SHALL MEET
ABOVE THE STABILITY BERM UNTIL THE BERM HAS REACHED ITS DESIGN ELEVATION.
THE CONTAINMENT DIKE SHALL NOT BE RAISED MORE THAN 12" (THICKNESS OF ONE SPREAD OF FILL)
2. THE STABILITY BERM SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE CONTAINMENT DIKE RAISE.
DROP-OUTLET STRUCTURE.
1. THE STABILITY BERM SHALL TIE INTO THE ACCESS DIKE AND TRANSITION TO 20' WIDTH AT THE
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
IC
T
G A
L V
E S
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.:
F il e
M o d e l
N a m e
C -5
-T y p ic a l S e c ti o n s w it h D ra in a g e
B y m e c e z rh
:0
:4
A
M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
S C -4
-5
C O
N T
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L A
N S T x S c .d g
C-503
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H O
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A P .E
Z R
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P
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C
C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
IS
E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
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A S
H O
U S
T O
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H
IP
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H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
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U .S
A R
M Y
C O
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A N
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IN
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O T
H Y R
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P R
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W912HY19B0030
SOLICITATION NO.:
LEGEND:
NOTES:
D R
A
IN
A G
E D
IT
C H D
E T
A
IL
S E
A S
T W
E S
T C
L
IN
T O
N P
A T
Y P
IC
A L S
E C
T
IO
N S
<-- OUTSIDE - INSIDE --->
<-- OUTSIDE - INSIDE --->
GROUND
EXISTING
BL ALIGNMENT
C DIKE
GROUND
EXISTING
BL ALIGNMENT
C DIKE
1% SLOPE
1% SLOPE
1% SLOPE
1% SLOPE
50' MIN.
20'
50' MIN.
20'
EXCAVATION MATERIAL
NO STEEPER THAN 1V:3H
REPOSE OR
NO STEEPER THAN 1V:3H
REPOSE OR
L
L
N.T.S.
N.T.S.
5' MIN.
5' MIN.
30' MIN.
30' MIN.
MOUND
EXCAVATED
MOUND
EXCAVATED
EXCAVATED MOUND
L
DITCH
C PERIMETER
L
DITCH
C PERIMETER
STA. 0+24.93-E TO STA. 154+10.85-E
CLINTON EAST DRAINAGE DITCH DETAILS
TYPICAL SECTION
STA. 0+54.45-W TO STA. 157+72.26-W
CLINTON WEST DRAINAGE DITCH DETAILS
TYPICAL SECTION
DRAIN TOWARD THE INTERIOR.
3. THE CONTAINMENT DIKE CROWN SHALL BE GRADED TO
2. ELEVATIONS AND DISTANCES ARE IN US FEET.
DROP-OUTLET STRUCTURE.
1. PERIMETER DITCH SHALL BE CONNECTED TO THE
CONTAINMENT AND ACCESS DIKE (ADDITIONAL FILL)
SEMI-COMPACTED IMPERVIOUS FILL
STABILITY BERM (ADDITIONAL FILL)
SEMI-COMPACTED SATISFACTORY MATERIALS
Galveston District
G A
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E E
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U .S
A R
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E E
R D
IS
T R
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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.:
F il e
M o d e l
N a m e
C -5
-D ra in a g e D it c h T y p ic a ls
B y m e c e z rh
:0
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M D a te
T im e
W
C A
D D p ro je c ts H
S C -5
C li n to n
P la n s -S
C H
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C O
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C T -P
L A
N S T x S c .d g
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C h ie f, E n g in e e ri n g B ra n c h
HSC 401-576SWG FILE NO.
D A
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B O
O T
H B
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
A N
D D
E W
A T
E R
IN
G C
O N
T A
IN
M E
N T D
IK
E R
A
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E C
L
IN
T O
N E
A S
T W
E S
T P
L A
C E
M E
N T A
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A S
H O
U S
T O
N S
H
IP
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H A
N N
E L T
E X
A S
G A
R Y S
C H
O W P .E
R e s p o n s ib le D e s ig n E n g in e e r
J u ly
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
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O T
H Y R
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P R
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H E D
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W912HY19B0030
SOLICITATION NO.:
NOTES: D
R
A
IN
A G
E D
IT
C H D
E T
A
IL
S E
A S
T W
E S
T C
L
IN
T O
N P
A T
Y P
IC
A L S
E C
T
IO
N S
COLLECTOR SUMP TYPICAL
GROUND
EXISTING
GROUND
EXISTING
NO STEEPER THAN 1V:3H
REPOSE OR
5' MIN.
WALKWAY
L
PLACEMENT AREA
INSIDE
N.T.S
STRUCTURE
DROP-OUTLET
EXISTING
COLLECTOR SUMP
(EL. VARIES)
EXISTING MUD LINE
MOUND
EXCAVATION
MOUND
EXCAVATION
TOP OF CUT
TOE OF CUT
L
MOUND
EXCAVATION
MOUND
EXCAVATION
TOP OF CUT
TOE OF CUT
L
N.T.S
10'
C LATERAL DITCH
MOUND
EXCAVATION
C RAISED CONTAINMENT DIKE
TOWARD DROP-OUTLET STRUCTURE
EXCAVATE THE SOIL TO DRAIN
5'
NEW CONTAINMENT DIKE EL.
PLACEMENT AREA
OUTSIDE
ACCESS DIKE
RAISED
40' MIN.
5' MIN.
3' MIN.
INTERIOR DITCH TYPICAL
EAST AND WEST CLINTON
NO STEEPER THAN 1V:3H
REPOSE OR
VARIES
UPSTREAM ELEVATION
PERIMETER DITCH
INTERSECTION TO
10'
NO STEEPER THAN 1V:3H
REPOSE OR
3' MIN.
20' MIN.
MIN.
20'
MIN.
20'
MOUND
EXCAVATION
LEGEND:
EXCAVATION MATERIAL
N.T.S
C-504 C-504
E C-504 C-504
EXCAVATION MOUND
EL. VARIES
EXISTING GROUND
FOR EAST AND WEST CLINTON
TYPICAL EXCAVATION NEAR DROP-OUTLET STRUCTURE
L
DITCH
C INTERIOR
STOCKPILE TYPICAL
INTERIOR DITCH EXCAVATION
STOCKPILE TYPICAL
INTERIOR DITCH EXCAVATION
N.T.S.
N.T.S.
TO DRAIN TOWARD THE INTERIOR.
3. THE CONTAINMENT DIKE CROWN SHALL BE GRADED
2. ELEVATIONS AND DISTANCES ARE IN US FEET.
DROP-OUTLET…
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