10-R-0050 Drawings Pkg 3.pdf
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- W912P8-10-R-0050
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| 10-R-0050 Drawings Pkg 6.pdf | ||
| 10-R-0050 Drawings Pkg 2.pdf | ||
| 10-R-0050 Drawings Pkg 1.pdf | ||
| 10-R-0050 Drawings Pkg 8.pdf |
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Text version
-5
-5 -5
-5
-5
FLOOD SIDE
PROTECTED SIDE
SCALE: 1"=50’-0"
SITE PLAN
-20
-30
-25
-15
-10
-5
-30
-25
-20
-15
-10
-5
10+0011+0012+0013+0014+0015+00
STATION
PUMP
EXIST.
PLAN
PROFILE
B-1
SCALE: 1"= 10’ VERT.
0 10’ 20’
SCALE:1"=50’ HORIZ.
0 50’ 100’
100’0 50’
SCALE:1"=50’
N
SCALE: 1"=50’-0" (HORIZ.) 1"=10’-0" (VERT.)
PROFILE - FLOOD SIDE
16+00 9+00 8+00 7+00 6+00 5+00
S T
A
EL. 14.80
SCOUR P
ROTE
CTIO
N
STA.
5+3
0 B
EGIN
EXIST. PIPE INVERT
P .I "B
S T
A
P .I "E
S T
A .1
P .I "D
S T
A .8
P .I "C
S T
A .0
P .I. "D
S T
A . 1
.8
STA. 5+00 END PAVEMENT (P.I. "B")
STA. 4+70 BEGIN PAVEMENT (P.I. "A")
P A V
M E N T (P .I. "G
S
TA
. 14+62.46 B
E G
IN
S C
O U R P
R O
TE
C
TIO
N (P .I. "F")
S
TA
. 14+33.48 E
N D
P A V E
M E N T (P .I. "H
S
TA
. 14+95.00 E
N D
P .I "F
S T
A .4
P .I "G
S T
A .4
P .I "H
S T
A .0
EQUIPMENT
FOR HEAVY LOADS/
ACCESS
CONSTRUCTION
ALTERNATE
UNDER EXIST. DISCHARGE PIPES
SEE SHEET C-11 FOR PAVEMENT
S T
A
130.0’
.0
EL. 14.80
EXIST. GRADE
20.0’
.0
R
50.
0’
90’
CONTRACTION JOINT (TYP.)
EXPANSION JOINT (TYP.)
PROTECTION (TYP.)
REQ’D. SCOUR
.0
.0
LIMITS OF CONSTRUCTION (TYP.)
PROJECT BASELINE
OF CONSTRUCTION (TYP.)
EXIST. R/W AND LIMITS
134.0’ 397.0’
.0’
REQ’D. PZC18 STEEL SHEET PILE WALL (TIP EL. -41.2) WITH PROTECTED SIDE SHEET PILE BRACING AND CONC. SCOUR PROTECTION
S H E E T C
-05)
P .I. "E
" (S E E D
E
TA
IL
S
TA
. 13+79.10
SHEET C
-05
P.I . "C
" (S
EE D
ETAIL
STA.
8+4
3.0
PAVEMENT
CONCRETE
32.54’ REQ’D.
TRANSITION PAVEMENT
30.0’ REQ’D. CONCRETE
PAVEMENT
30.0’ REQ’D. CONCRETE
.6
EL. 2.25
OFFSET 39.07’ RT.
STA. 7+32.34
CROWN
LEVEE
EXIST.
EXIST. LEVEE CROWN
45.09°
EL. 4.60
STA. 5+10.85, OFFSET 45.96 ’ RT.
.0
85.0’
& LEVEE RAMP
BRIDGE, ACCESS ROAD,
SEE DWG. C-03 FOR
(INVERT UNKNOWN)
& CAPPED BY CONTRACTOR
EXIST. 2" OIL LINES TO BE CUT
(INVERT UNKNOWN)
& CAPPED BY CONTRACTOR
EXIST. 3" OIL LINE TO BE CUT
DISCHARGE PIPE
PAVEMENT
TRANSITION
CONCRETE
28.98’ REQ’D.
W/ BRACING (TYP.), SEE NOTE 7.
REQ’D. SHEET PILE WALL
FENCE DETAILS)
GATE (SEE SHEET C-10 FOR SECURITY
CHAIN LINK SECURITY FENCE WITH ACCESS
(ON GRADE) WITH TEMPORARY 8’ HIGH
7" THICK CRUSHED STONE PARKING AREA
GOVERNMENT TRAILER
CONTRACTOR TRAILER
EL. 13.80
TOP OF WALL
(PROTECTED SIDE)
TOP OF SCOUR PROTECTION
GRADE LINE (FLOOD SIDE) &
EL. 6.00
SECTION 01100.
DWG. R-05 & SPECIFICATION
CONTRACT. REFER TO
REMOVED PRIOR TO THIS
SOME LINES MAY HAVE BEEN
CAPPED BY CONTRACTOR.
OIL LINES TO BE CUT &
EXIST. ABANDONED GAS &
LIMITS OF INSTALLATION.
REINFORCED VEGITATION SYSTEM
SEE DRAWING C-12 Fig. 9, FOR ANCHOR
DISTURBED DURING DEMOLITION.
MATERIAL AND INSTALLATION DEVICES
ANCHOR REINFORCED GEOTEXTILE
CONTRACTOR SHALL REPLACE ALL 5.
31 23 17.00 10.
TO SPECIFICATION SECTION
LENGTH OF SHEET PILE WALL. REFER
INSPECTION TRENCH FOR THE ENTIRE
CONTRACTOR SHALL EXCAVATE AN4.
BRACE LOCATIONS.
SEE DRAWING C-02 FOR TABLE OF3.
BASELINE STATIONS.
ALL STATIONS SHOWN ARE PROJECT2.
STATION AND TEXACO DOCK SITES).
GOLDEN MEADOW PUMPING
FEBRUARY, 1980 (FLOODWALLS AT
ANOTHER CONTRACT DATED
THE BASELINE AND ARE BASED ON
ALL R/W LINES ARE OFFSETS OF1.
NOTES:
69.7’
0 0 0
4+00
5+0
6+0
7+0
8+0
+0
+0
+3
+0
104+00
105+00
106+00
107+00
15.0’ R
88.3’
.0
SHOWN IS APPROXIMATE (TYP.)
SILT FENCING (TYP.) LOCATION
.6
TO BE DISTURBED
EXIST. SHED NOT
OFFSET 38.12 ’ RT., EL. 2.00
STA. 7+62.70
(NO CONSTRUCTION ACCESS)
TO BE DISTURBED
EXIST. BRIDGE NOT
ACCESS)
(NO CONSTRUCTION
TO BE DISTURBED
EXIST. BRIDGE NOT
50.0’
110.0’
48.0’
EXIST. FUEL TANK AREA
EXIST. 30" STEEL DISCHARGE PIPE
5 5
EXIST. 48" STEEL DISCHARGE PIPES
REQ’D. 7" THICK CRUSHED STONE ROAD
DESIGNATED PILE LOAD TEST AREA
S O
L
IC
IT
A T
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N N
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F
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D B
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D E
S C
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N
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2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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U M
B E
R
S
IZ
E
S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
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U .S
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R S
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L D
H U
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H -4 -4
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C -0
S it e P la n P ro fi le .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
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IS
IA
N A
L A
R O
S E T
O G
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D E
N M
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D O
W
H U
R R
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A N
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IS
K R
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U C
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IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
C-04
S
IT
E P
L A
N
A N
D P
R O
F
IL
E
(2 O
F
EJ
C J
C-05
SCALE: 1"=10’-0"
PLAN - SLOPE PAVEMENT (NORTH END)
SCALE: 1"=10’-0"
PLAN - SLOPE PAVEMENT (SOUTH END)
TOE
LEVEE
EXIST.
’-0
C J
C J
C J
C J
C J
C J
C J
SLOPE SLOPE
PROTE
CTIO
N
SCOUR
C J
C J
C J
C-06
A
C-06
A
0 10’ 20’
SCALE: 1"= 10’
FLOOD SIDEPROTECTED SIDE
PROTECTED SIDEFLOOD SIDE
SEE DETAIL ON DWG. C-14
TYPE III BARRICADE
C-14
ON DWG.
SEE DETAIL
BARRICADE
TYPE III
COMPACTED FILL
STA. 14+33.48
STA. 14+95.00
STA. 5+00.00
STA. 4+70.00
STA.
5+
.00
TOE
LEVEE
EXIST.
MATCH
L
O P
E P
A V
M E
N T P
L A
N
10’-0"
10’-0"
E J
E
JE
J
CROWN
LEVEE
E J
CROWN
LEVEE
E J
E J
EJ
EJ
SLOPE VARIES SLOPE VARIES
N
N
OF ROAD
MATCH EDGE
3’-0"
5’-0
7’-0"
7’- 0"
5’- 0"
5’-0"
2’-0"
PROTECTION
SCOUR
COMPACTED FILL
E J
E J
(ALONG THIS LINE)
(ALONG THIS LINE)
(ALONG THIS LINE)
(ALONG THIS LINE)
VARIES
PLAN ON SHEET C-01)
(SEE DEMOLITION
EXIST. SHEET PILING
(SEE C-03 & C-04)
STONE ROAD
REQ’D. CRUSHED
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B E
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S U
B M
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D B
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P L
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C A
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P L
O T D
A T
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D A
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M A
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D E
S C
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N
C O
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C T N
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
A N
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D of Engineers
US Army Corps
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S lo p e P a v m e n t P la n s .d g n
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K .L .L
A .D .S
A .F .G
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C H
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N A
L A
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S E T
O G
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D E
N M
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D O
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A N
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IS
K R
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N P
R O J E
C T
P H
A S
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A
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S A
T G
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D E
N M
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D O
W P
U M
P
IN
G S
T A
T
IO
N
EJ EJ
TOE
LEVEE
EXIST.
TOE
LEVEE
EXIST.
MATCH
CONCRETE)
PENETRATES
SHEET PILE
(TERMINATE WHERE
OF SHEET PILE
FILLER; BOTH SIDES
PREMOLDED JOINT
SIM.
EJ
LEVEE TOE
EXIST.
LEVEE TOE
MATCH EXIST.
5’-0"
LEVEE TOE
EXIST.
CONCRETE)
PENETRATES
SHEET PILE
(TERMINATE WHERE
OF SHEET PILE
FILLER; BOTH SIDES
PREMOLDED JOINT
STA. 14+62.46
MATCH EXIST. LEVEE TOE
LEVEE TOE
EXIST.
PILING AND BRACING
REQ’D. PZC18 SHEET
PILING AND BRACING
REQ’D. PZC18 SHEET
PLAN ON SHEET C-01)
CONSTRUCTED (SEE DEMOLITION
AFTER NEW FLOODWALL IS
EXIST. SHEET PILING. REMOVE
STA. 1
4+5
0.86
15+00
14+75
14+25
14+
PZC18 (TYP.)
HP14 (TYP.)
W18
W18 W18
TYP.
"=1’-0"16
3SCALE:
DETAIL P.I. "E"
"=1’-0"16
3SCALE:
DETAIL P.I. "C"
5+
4+75
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