W912HY20B0012-Plans.pdf
PDF 27 MB Posted
- Attached to
- Repair Sims Bayou Harvey Repairs, Harris County, Texas, Houston, Texas, Harris County, Texas
- Solicitation number
- W912HY20B0012
About this file
This document provides details on a federal contract solicitation for repair work along Sims Bayou in Harris County, Texas. The solicitation number is W912HY20B0012 and is issued by the Department of the Army Corps of Engineers Galveston District. The purpose of the work is to repair damages from Hurricane Harvey along Sims Bayou in Harris County, Texas near Houston. This is a small business set aside opportunity. The original proposal due date was extended from June 8, 2020 to August 17, 2020 at 2:00PM CST due to Amendments 0001 and 0002. Amendment 0001 also specifies the bid opening will be conducted via conference call. The amendments add clauses requiring representations regarding certain telecommunications and video surveillance services or equipment that are proposed to be provided or used in the performance of the contract.
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®of Engineers
US Army Corps 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 AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
G-001
GALVESTON DISTRICT
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
C O
V E
R
HARRIS COUNTY FLOOD CONTROL DISTRICT
SIMS BAYOU, HOUSTON, TEXAS
ZONE 1, 2&3
ZONE 5
SI
MS
BAYOU
ZONE 6
REPAIRS
HURRICANE HARVEY AND TS IMELDA EMERGENCY
ZONE 4
JULY 2020
W912HY20B0012
LOCATION
PROJECT
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USED TO CHECK COLLECTED SURVEY DATA WAS COLLECTED IN FEBRUARY 2019.
BY USACE REPRESENTATIVES BETWEEN 18 AND 19 OCTOBER 2019. LIDAR DATA
5. ALL SURVEYS; GPS RTK, AND HYDROGRAPHIC WERE COMPLETED AND CHECKED
AREA, AS DESCRIBED IN THE SPECIFICATIONS.
SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK
THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT
VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS
4. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
BE FURNISHED TO THE CONTRACTOR UPON WRITTEN REQUEST.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
OF 1988 (NAVD 88) USING GEOID12B.
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM
NOTES
LOCATION OF CROSS SECTION C
.S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
HORIZONTAL CONTROL POINT
PLAN LEGEND
STAGING AREA
MAJOR TOPO LINE
MINOR TOPO LINECONSTRUCTION ACCESS ROAD
PROJECT ZONE ALIGNMENT AND P.I. LIMITS OF WORK
OVERHEAD ELECTRICAL
PROJECT ZONE LIMITS
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0 3,000 6,000 9,000
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X
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X
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ZONE 5
ZONE 6
C-103 C-104
C-105
ZONE 1, 2&3
90A
90A
90A
90A
WEST
UNIVERSITY
PLACE
BELLAIRE
SI
MS
BAYOU
SOUTH
HOUSTON
030130
PID NO. 3036
X=3,086,322.83
Y=13,792,828.20
NAVD88 EL.=60.52
030125
PID NO. 3079
X=3,089,718.36
Y=13,790,535.05
NAVD88 EL.=57.24
030120R
PID NO. N/A
X=3,091,476.85
Y=13,789,982.75
NAVD88 EL.=62.03
030115R
PID NO. N/A
X=3,097,527.91
Y=13,789,850.58
NAVD88 EL.=53.50
030110R
PID NO. N/A
X=3,100,012.78
Y=13,790,104.94
NAVD88 EL.=52.30
030105
PID NO. N/A
X=3,102,384.15
Y=13,789,819.34
NAVD88 EL.=52.02
030040
PID NO. 3003
X=3,146,705.04
Y=13,811,317.78
NAVD88 EL.=28.52
030035
PID NO. 3002
X=3,150,401.13
Y=13,813,619.53
NAVD88 EL.=26.34
877 0777 C (Manchester Houston) TCOON
PID NO. DO9988
X=3,152,837.530
Y=13,830,815.260
NAVD88 EL.=29.31
ZONE 4
C-101
&C-102
G-003
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SCALE IN FEET
0 100 200 300
PLAN
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13,790,500Y= 3 ,0
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OAKHAM
DARLINGHURST
HEATHERBLOOM
C R
O Q
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50.00
50.0050.00
56.00
58.
40.00
40.00
42.0
42.00
42.00
44.00
44.00
46.00
46.00
48.00
48.00
50.00
50.00
50.00 50.0050
.0
52.00
52.0054.00
54.00
56.00
56.00
58.00
58.00
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58.00
60.00
60.00
F O
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D T
O L L R
O A
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ZONE 1
POTENTIAL ACCESS ROAD
ZONE 2 & 3
RIGHT OF WAY
C-101
L
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W
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S
A N
D
STAGING AREA
SEE C-102 FOR DETAILS
NOTE: "POTENTIAL" IS DEFINED AS ONE OF SEVERAL OPTIONS
DEPENDING ON EQUIPMENT REQUIREMENTS FOR WORK
COMPLETION AND ROE, IF REQUIRED.
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X
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X
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X
13,792,500Y=
13,792,000Y=
13,791,500Y=
SCALE IN FEET
0 50 100 150
PLAN
48.00
42.00
.00
.0
.0
44.
.00
44.00 44.00
44.00
44.00
44.00 44.00
46.00
46.
46.00
46.00
46.00
46.00
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46.00
48.0048.0
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48.00
48.00
48.00
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48.00
50.00 50.00
50.00
50.00 50.00
50.00
50.00
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50.00
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50.00
50.00
50.00
52.00
52.00
52.00 52.
52.00
52.00
52.00
54.
54.00
54.00
54.00
54.00
54.00
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56.00
56.00
56.00
56.00
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58.00
.0
38.00
40.00 40.00
40.00
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40.00
40.00
40.00
40.00
40.00
40.00
40.00
40.00
40.00
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40.00
40.00
42.00
42.00
42.00
42.00
42.00
42.00
42.00
42.00
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42.00
42.00
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42.00
44.0
44.00
44.00
44.00
44.00 44.00
44.00
44.00
44.00
44.00
44.00
44.00
46.00
46.00
46.00
46.00
46.00
46.00
46.00
46.00
46.00
46.00
46.00
.0
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
48.00
.0
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.0050.00
50.0050.00
50.0
50.00
50.00
50.00
.0
50.00 50.00
52.00
52.00
52.00
52.00
52.00
52.00
52.00
52.00
52.00
52.00
52.00
.00
54.00
54.00
54.00
54.00 54.00
54.00
54.00
54.00
54.00
54.00
54.00
54.00
56.00
56.00
56.00
56.00 56.00
56.00
56.00
.0
56.00
56.00
56.00
56.00
58.00
58.00
.0
58.00
58.00
58.00
58.00
.0
58.00
58.00
.0
58.00
58.00
.0
58.00
58.00
58.00
58.00
58.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
.0 0 60
.0
.0
POTENTIAL ACCESS ROAD
P.I. 1-3
ZONE 1
LIMITS OF WORK
P.I. 1-1 P.I. 1-2 P.I. 2-8
P.I. 2-7 P.I. 2-6 P.I. 2-5
P.I. 2-4
P.I. 2-3
P.I. 2-2
ZONE 2 & 3
LIMITS OF WORK
P.I. 2-1
ACCESS ROAD
C-102
L
A N V
IE
W
Z O
N E
S
A N
D
STAGING AREA
COMPLETION AND ROE, IF REQUIRED.
DEPENDING ON EQUIPMENT REQUIREMENTS FOR WORK
NOTE: "POTENTIAL" IS DEFINED AS ONE OF SEVERAL OPTIONS
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
,0
,0
X
,0
,5
X
,0
,0
X
,0
,0
X
,0
,5
X
,0
,0
X
13,789,500Y=
13,789,000Y=
13,789,500Y=
13,789,000Y=
SCALE IN FEET
0 50 100 150
PLAN
B U
X L E
Y
SIMSBROOK
26.00
26.00
28.00
28.00
.0
28.00
30.00
.0
30.00
30.00
30.00
30.00
30.00
30.00
32.00
32.00
32.00
32.00 34.00
34.00
34.00
34.00
36.00
.0
36.00
36.00
38.00
38.00
38.00
38.00
40.00
40.00
40.00
40.00
40.00
40.00
40.00
40.00
42.00
42.00
42.00
42.00
44.00
44.00
44.00
44.00 46.00
46.00
46.00
46.00
48.00
48.00
48.00
48.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
52.00
52.00
52.00
.0
SIMSBROOK
P.I. 4-9
P.I. 4-8
P.I. 4-7
P.I. 4-4
P.I. 4-3
P.I. 4-2
P.I. 4-1
LIMITS OF WORK
LIMITS OF WORK
SITE ACCESS
P.I. 4-5
P.I. 4-6
P.I. 4-10
ZONE 4
ZONE 4
C-103
L
A N V
IE
W
Z O
N E
CHANNEL BETWEEN STA. 928.48 & STA. 929+89.
NOTE: NO WORK TO BE DONE ALONG CONCRETE LINED
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
,1
,0
X
,1
,5
X
13,790,000Y=
13,789,500Y=
13,790,000Y=
13,789,500Y=
SCALE IN FEET
0 50 100 150
PLAN
B L
IG
H
BAYBERRY
G O
W L
A N
D
DALMATION
B
A T
H U
R S
T
30.00
30.00
32.00
34.00
36.00
38.00
40.00
42.00
28.00
26.00
26.00
24.00 22.00
32.00
28.00
26.00
24.00
LIMITS OF WORK
P.I. 5-2
P.I. 5-1
ZONE 5
C-104
L
A N V
IE
W
Z O
N E
NOTE: TRAFFIC CONTROL MEASURES WILL NEED TO BE
UTIILIZED IN THIS AREA ALONG BAYBERRY.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
8+
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
,1
,5
X
,1
,0
X
13,813,500Y=
13,813,000Y=
13,813,500Y=
13,813,000Y=
SCALE IN FEET
0 50 100 150
PLAN
B R
O A
D W
A Y
C O
L G
A T
E
D O
V E
R
E R
IEC
O
L G
A T
E
-6.00
-6.00
-6 .0
-4.00
-4.00
-4 .0
-2.00
-2.00
-2.00
.0
0.00
0.00
0.0
0.00
0.00
2.00
.0
2.00
4.00
.0
4.00
6.00
6.00
6.00
8.00
8.00
.0
10.00
10.00
10.00
.0
12.00
12.00
030035
PID NO. 3002
X=3,150,401.13
Y=13,813,619.53
NAVD88 EL.=26.34
P.I. 6-8
P.I. 6-7
P.I. 6-6
P.I. 6-5
P.I. 6-4
P.I. 6-3 P.I. 6-2
P.I. 6-1
LIMITS OF WORK
ZONE 6
SITE ACCESS
C-105
L
A N V
IE
W
Z O
N E
LEGEND
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +57.00
ELEV. +42.00
ELEV. +57.00
ELEV. +42.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60
STA. 1029+45
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1029+63
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1029+84
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100-20-40-60-80
STA. 1030+06
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+28
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+46
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+61
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+84
-80
16'
16'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
R .O .W
C-301
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +57.00
ELEV. +42.00
ELEV. +57.00
ELEV. +42.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1031+08
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1031+31
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1031+52
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100-20-40-60-80
STA. 1031+70
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1031+86
16' 16'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
R .O .W
R .O .W
R .O .W
R .O .W
R .O
C-302
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +57.00
ELEV. +40.00
ELEV. +57.00
ELEV. +40.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
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
STA. 1020+44
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
STA. 1021+44
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
STA. 1022+46
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
STA. 1022+96
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
STA. 1023+40
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
STA. 1023+91
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
STA. 1024+35
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
STA. 1024+89
16'
16'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R .O
C-303
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E S
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +57.00
ELEV. +40.00
ELEV. +57.00
ELEV. +40.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
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
STA. 1025+24
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
STA. 1025+48
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
STA. 1026+04
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
STA. 1026+46
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
STA. 1026+75
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
STA. 1027+01
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
STA. 1027+61
16'
16'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R .O
C-304
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E S
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +37.00
ELEV. +26.00 3
ELEV. +37.00
ELEV. +26.00 3
NO WORK TO BE DONE ALONG
CONCRETE LINED CHANNEL
BETWEEN STA. 928+48 & STA. 929+89
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
10'
10'
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 919+89
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 920+12
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 920+69
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 920+96
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 921+20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 921+45
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 921+71
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 921+95
49.9'
45.9'
41.1'
27.6'
18.8'
12.1'
9.6'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C-305
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
BEDDING STONE DETAILS.
NOTE: SEE C-501 FOR RIPRAP AND
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +26.00
ELEV. +37.00
ELEV. +23.50
ELEV. +37.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
10' 10'
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 923+38
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 923+93
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 924+52
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 925+06
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 925+57
3.7'
7.9'
7'
7'
7'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
ELEV. +26.00
ELEV. +37.00
10'
ANGLE OF
REPOSE
ELEV. +29.00
C-306
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +25.00
ELEV. +22.00
ELEV. +25.00
1ELEV. +25.00
ELEV. +22.00
ELEV. +25.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
20'
8'
20'
20'
8'
20'
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120-20-40-60
STA. 869+71
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120-20-40-60
STA. 869+86
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120-20-40-60
STA. 870+06
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120-20-40-60
STA. 870+25
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120-20-40-60
36.2'
35.8'
35.8'
35.8'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
STA. 870+43
C-307
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
E X
A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +5.00
ELEV. -5.00
ELEV. -5.00
ELEV. +5.00
ELEV. -5.00
ELEV. +5.00
1 ELEV. +5.00
ELEV. -5.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
21' TYPICAL BERM WIDTH
21' TYPICAL BERM WIDTH
21' TYPICAL BERM WIDTH
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 234+22
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 234+77
-10
-10
E L E
V A
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IO
N I
N U .S .F
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0 20 40-20-40-60-80-100-120-140
STA. 235+54
-10
-10 E
L E
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N I
N U .S .F
E E
T 0 20 40-20-40-60-80-100-120-140
STA. 235+84
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
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0 20 40-20-40-60-80-100-120-140
STA. 236+09
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 236+48
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 236+79
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 237+45
-10
26.1'
28.5'
31.3'
31'
28.4'
32.6'
31.7'
26.3'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
C-308
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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A T
IO
N N
O
D E
S
IG
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S C
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IT
T E
D B
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D A
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C O
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C T N
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C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
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A S
G A
L V
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T O
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IS
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U .S
A R
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IN
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C
-4
S W
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C O
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L U .S
A R
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C O
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V A
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P R
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IR
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T
S I
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Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
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Y H
IN
O J
O S
A
D A
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ID
B
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W
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S I
M E
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A E
M E
R G
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C Y R
E P
A
IR
S
ELEV. -5.00
ELEV. +5.00
<-- SOUTH BANK - NORTH BANK -->
-10
E L E
V A
T
IO
N I
N U .S .F
E E
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0 20 40-20-40-60-80-100-120-140
STA. 237+92
-10
21.4'
C-309
T
A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H S
C
-4
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
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H Y R
V A
IL
P R
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A R
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N D
E R T
H E D
IR
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T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
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H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
S
IM
S B
A Y
O U
H O
U S
T O
N T
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A S
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T J
U L
Y
W
H Y
B
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R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
ELEV. +57.00
ELEV. +42.00
ELEV. +57.00
ELEV. +42.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60
STA. 1029+45
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1029+63
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1029+84
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100-20-40-60-80
STA. 1030+06
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+28
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+46
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+61
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80
STA. 1030+84
-80
16'
16'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
R .O
C-501
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
| W912HY20B0012-PLANS |
| GENERAL |
| G-001 COVER |
| G-002 INDEX OF DRAWINGS, CONTROL TABLE, GENERAL NOTES AND LEGEND |
| G-003 PROJECT LOCATION |
| CIVIL-SITE |
| C-101 ZONES 1, 2, AND 3 PLAN VIEW |
| C-102 ZONES 1, 2, AND 3 PLAN VIEW |
| C-103 ZONE 4 PLAN VIEW |
| C-104 ZONE 5 PLAN VIEW |
| C-105 ZONE 6 PLAN VIEW |
| C-301 CROSS SECTIONS - ZONE 1 STA 1029+45 TO STA 1030+84 |
| C-302 CROSS SECTIONS - ZONE 1 STA 1031+08 TO STA 1031+86 |
| C-303 CROSS SECTIONS - ZONE 2&3 STA 1020+44 TO STA 1024+89 |
| C-304 CROSS SECTIONS - ZONE 2&3 STA 1025+24 TO STA. 1027+61 |
| C-305 CROSS SECTIONS - ZONE 4 STA 919+89 TO STA 921+95 |
| C-306 CROSS SECTIONS - ZONE 4 STA 923+38 TO STA 925+57 |
| C-307 CROSS SECTIONS - ZONE 5 STA 869+71 TO STA 870+44 |
| C-308 CROSS SECTIONS - ZONE 6 STA 234+22 TO STA 237+45 |
| C-309 CROSS SECTIONS - ZONE 6 STA 237+92 |
| C-501 TYPICAL SECTIONS AND DETIALS |
| 2020-07-17T07:16:47-0500 | |
| THOMAS.ROBERT.CHARLES.III.1062686924 |
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