Revised_Drawings-Volume_1.pdf
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- Solicitation number
- W912P8-14-R-0036
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Amendment 0002 Revised Drawings Volume 1
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U .S
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W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
E
E
E
0 7
1+
1+
P
7+
8+
9+00
9+78 9+78
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
W 50"
SF
M 8"
SF
M 4"
SF
M 2"
W 50"
S F
M
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
SFM 72"
S F
M
S F
M
S F
M
S F
M
W 0"
S 8"
S 8"
S
D
D
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
S
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16" D 12"
G
W
W 6"
W
D
D 12"
D
D
W
W
W 6"
D
C I
W
D 15"
D
W 6"
W
W
D 12"
W 6"
D 5"
GI
D
P
D
S
D 15"
C I
W 6"
W 6"
CICI
S
W
P
WMW
C I
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
W 50"
D
WMW
D
C I
C I
W 6"
G
WMW
G I
WMW
WMW
W
W
W
G
DD
WMW
S
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S
S F
M
G
G
G
G
W
D
D
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
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0+6
0+6
DD
D
DFM 48"
GI
S
G
W
W
W 6"
W
P P
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P
P
P
T
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1+
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W
C I
D
DS
G I
D
D
G
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D 15"
D 15"
D 15"
G I
G3"
G3"
G3"
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1+
2+00
3+00
4+00
5+00
G
G
G
8+00
9+
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+0
12+00
13+00
14+00
15+
15+6015+60
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1+00
2+00
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P
D
P
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S
W
S
SFM 72"
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W
W
GIGI
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W
0+00
1+1
1+1
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1+0
1+0
COCO
COCO
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
SHOO-FLY - TRACK 1A (BY OTHERS)
SOUTHERN ON COMPLETION OF
ITEM 1-1: COORDINATE WITH NORFOLK
REMOVE FROM SERVICE
ITEM 1-3: TRACK 2 -
REMOVE FROM SERVICE
ITEM 1-3: TRACK 1 -
AVENUE CLOSURE
ITEM 1-2: BEGIN FLORIDA
PEOPLES AVENUE CANAL
ITEM 1-5: REMOVE GATE FROM
STRUCTURE
BRIDGES AND SUPPORT
ITEM 1-4: REMOVE RAILROAD
STATION 0+00.00 -- 0+38.10
ITEM 1-9-E: LATERAL "D"
AVENUE CLOSURE
ITEM 1-2: END FLORIDA
FLORIDA AVENUE CANAL
ITEM 1-5: REMOVE GATE FROM
STATION 1+32.83 -- 1+66.16
ITEM 1-9-D: PEOPLES AVENUE CANAL
STATION 78+77.83 -- 82+00.00
ITEM 1-9-A: FLORIDA AVENUE CANAL
STATION 71+05.00 --71+84.55
ITEM 1-9-B: FLORIDA AVENUE CANAL
FEEDER #410 & 510 (PHASE 1A)
ITEM 1-6: RELOCATE S&WB
FEEDER #410 & 510 (PHASE 1A)
ITEM 1-6: RELOCATE S&WB
FEEDER #410 & 510 (PHASE 1A)
ITEM 1-6: RELOCATE S&WB
S.F.M. CAP REMAINING PORTION
ITEM 1-8: REMOVE PORTIN OF 36"
TO BE COORDINATED BY OTHERS
ITEM 1-13: TEMPORARY ACCESS ROAD
GAS LINE (BY OTHERS)
ITEM 1-7: RELOCATE 10"
FEEDER #410 & 510 (PHASE 1B)
ITEM 1-10: RELOCATE S&WB
FEEDER #410 & 510 (PHASE 1B)
ITEM 1-10: RELOCATE S&WB
FEEDER #410 & 510 (PHASE 1B)
ITEM 1-10: RELOCATE S&WB
(INSTALLED BY OTHERS)
W.T. STEEL PIPE CASING FOR 72" S.F.M.
ITEM 1-11-D: INSTALL 96" x 211’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 1-11-C: INSTALL 84" x 120’ x 0.375"
STATION 13+00.00 -- 14+27.62
ITEM 1-12: BUILD TEMPORARY ACCESS ROAD
W.T. STEEL PIPE CASING FOR 72" S.F.M.
ITEM 1-11-A: INSTALL 96" x 79’ x 0.375"
S O
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D B
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C A
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D A
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M A
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C O
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C T N
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D A
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
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N A
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U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
IO
N
STATION 1+92.83 -- 4+35.88
ITEM 1-9-C: PEOPLES AVENUE CANAL
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 1-11-B: INSTALL 84" x 99’ x 0.375"
W O
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A N
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E
E
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W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
UE
UE
U E
E
E
E
0 7
1+
1+
P
7+
8+
9+00
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
W 50"
SF
M 8"
SF
M 4"
SF
M 2"
W 50"
S F
M
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
SFM 72"
S F
M
S F
M
S F
M
W 0"
S 8"
S 8"
D
D
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16" D 12"
G
W
W 6"
D
D 12"
D
D
W
W 6"
D
C I
W
D 15"
D
W 6"
W
W
D 12"
W 6"
D 5"
GI
D
P
S
D 15"
W 6"
W 6"
S
W
P
WMW
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
W 50"
WMW
D
C I
C I
W 6"
G
WMW
WMW
WMW
W
DD
WMW
WMW
S F
M
G
G
G
G
W
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
0+0
0+6
0+6
DD
D
DFM 48"
GI
S
G
W
W
W 6"
P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
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P P
P
P
P
P
T
D
D
GI
9+00
9+139+13
0+00
1+
D
C I
D
DS
G I
D
D
G
D 15"
D 15"
G I
G3"
G3"
G3"
W 8"
W 8"
0+
1+
2+00
3+00
4+00
5+00
G10"
G
G
G
G
8+00
9+
+0
+0
12+00
13+00
14+00
15+
15+6015+60
0+00
1+00
2+00
3+00
4+00
G
P
D
P
P
S
W
S
SFM 72"
S
W
W
GIGI
T
W
0+00
1+1
1+1
0+
1+0
1+0
COCO
COCO
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
REMOVE FROM SERVICE
ITEM 2-2: TRACK 7
SEWER FORCE MAIN (SFM)
ITEM 2-6: RELOCATE 72"
SEWER FORCE MAIN (SFM)
ITEM 2-9: RELOCATE 60"
REBUILD IN NEW LOCATION
ITEM 2-13: TRACK 1
DRAINAGE FORCE MAIN (DFM)
ITEM 2-7: RELOCATE 48"
SEWER FORCE MAIN (SFM)
ITEM 2-6: RELOCATE 72"
WATER MAIN
ITEM 2-8: RELOCATE 6"
STATION 0+38.10 -- 0+83.10
ITEM 2-11-C: LATERAL "D" CANAL
REBUILD IN ORIGINAL LOCATION
ITEM 2-12: TRACK 2
STATION 4+35.88 -- 5+60.00
ITEM 2-11-B: PEOPLES AVENUE CANAL
STATION 1+66.16 -- 1+92.83
ITEM 2-11-A: PEOPLES AVENUE CANAL
& 50" WATER LINES
ITEM 2-3: RELOCATE 36"/42"
SEWER FORCE MAIN (SFM)
ITEM 2-5: RELOCATE 54"
BUILD TEMPORARY SHOO-FLIES
ITEM 2-1: TRACK 7A
FORCE MAIN (SFM) CHANGE-OVER
ITEM 2-4: INSTALL 54" SEWER
GAS LINE (BY OTHERS)
ITEM 2-10: RELOCATE 10"
W.T. STEEL PIPE CASING FOR 54" S.F.M.
ITEM 2-14-C: INSTALL 78" x 36’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 2-14-B: INSTALL 84" x 32’ x 0.375"
W.T. STEEL PIPE CASING FOR 48" D.F.M.
ITEM 2-14-A: INSTALL 72" x 32’ x 0.375"
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
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A T
E
D A
T E
M A
R K
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
J D
R
J D
R
V B
R
A N
S
ID
G C -4
P
H S .d
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
GC-403
P H
A S
E I
II
/2
/2
G J
H
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
E
E
E
E
E
E
E
E
E
W 36"
UE
UE
U E
UE
UE
U E
U E
U E
U E
U E
U E
U E
1+97 1+97
S F
M
S F
M
EE
70+5070+50
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
0+00
0+47 0+47
0+00
1+00
1+98 1+98
0+00
1+00
P
6+00
0 9
4+00
5+00
6+00
7+00
8+00
9+00
4+00
5+00
6+00
7+
8+
1+00
0+00
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
S F
M
SF
M
SF
M
S F
M
S F
M
S F
M
W
SF
M 2"
S F
M
S F
M
S 8
S F
M
DFM 48"
DFM 48"
W 42"
W 42"
W 42"
D
D 28"
S F
M
SFM 72
SF
M
SF
M
S 8"
S
S 8"
S 8"
D 12
S 8"
W 6"
W 6"
D
D 12
D 12
S 8"
D
D 12"
S F
M
SFM 54"
W
W 6"
W
W 6"
W
D 12
W 6"
70+00
D 12"
D 1 5"
W 4
W 4
D 12
W 16"
W 16"
D
W
W 16"
D
W
D
P
D
S
D
71+00
W
W
C
IC
I
C I
S
W 4"
P
D 15
GIGI
DD
W 3 6"
W M
W
GI
C I
C I
GI
W
W
W
CI
D
GI
GI
CI
W M
W
D
CICI
G
W M
W
GI
W M
W
D
W
W M
W
D
N
G
S
W
D
W
W
D
S
W M
W
G2"
DD
C I
C I
W M
W
C I
S
S
W M
W
G
S
G
G
G
G
D
D
W
72+00
G
D
D
G2"
D
D
W M
W CI
S
G2"
D
5 DD
GI
D
D F
M
G I
CI
S
G
W
73+00
P
P
P
PP
N
T
P P
P
P
PP
N
T
P P
P
P
PP
N
T
P P
P
P
PP
N
T
P P
P
P
PP
N
T
P P
P
P
PP
N
T
P P
P
P
PP
N
T
D
D D
G I
D
2+0
3+0
4+0
5+0
6+0
2+00
2+64 2+64
0+00
1+00
2+00
3+00
3+54 3+54
G I
D
S
G I
CICI
CI
D S
GI
D
74+00
GI
S
G
D
D
GI
GI
G
G
W
W
W
W
W
G12"
G12"
G12"
G
G10"
G10"
G10"
G10"
W 8
W
G
P
D
D
P
GI
P
75+00
S
W
S
S F
M
S
W
W
8+0
76+00
G I
T
80+00
W
79+00
7+0
78+00
77+00
1+00
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
STATION 0+83.10 -- 1+97.00
ITEM 3-2-A: LATERAL "D"
PEOPLES AVENUE
ITEM 3-1: CLOSE
FOR TRACK 6
ITEM 3-4: BUILD PARTIAL SHOO-FLY
REMOVE FROM SERVICE
ITEM 3-5: TRACKS 3, 4, & 5
STATION 0+00.00 -- 0+48.56
DIVERSION BOX CULVERT
ITEM 3-2-B: TEMPORARY
STATION 76+55.25 -- 77+21.85
ITEM 3-2-C: FLORIDA AVENUE CANAL
STATION 0+00.00 -- 1+32.83
ITEM 3-2-D: PEOPLES AVENUE CANAL
STATION 5+60.00 -- 6+75.00
ITEM 3-2-E: PEOPLES AVENUE CANAL
BUILD TEMPORARY SHOO-FLIES
ITEM 3-3: TRACK 3, 4 & 5
STRUCTURE
BRIDGE AND SUPPORT
ITEM 3-6: REMOVE RAILROAD
PEOPLES AVENUE
ITEM 3-1: CLOSE
W.T. STEEL PIPE CASING FOR 72" S.F.M.
ITEM 3-7-A: INSTALL 96" x 80’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 3-7-B: INSTALL 84" x 67’ x 0.375"
S 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
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IO
N
D
2 3
C
4 5
A
B
M A
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A P
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D A
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F
IL
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S U
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D B
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C A
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P L
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A T
E
D A
T E
M A
R K
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
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IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
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T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
J D
R
J D
R
V B
R
A N
S
ID
G C -4
P
H S .d
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
Q U
E N
C E O
F C
O N
S T
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C T
IO
N
GC-404
P H
A S
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V
/2
/2
G J
H
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C
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V
IS
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N S S
H E
E T R
E S
U B
M
IT
T E
D
E
E
E
E
E
E
E
E
E
W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
E
E
E
0 7
G
G
1+
1+
P
7+
8+
9+00
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
W 50"
SF
M 8"
SF
M 2"
W 50"
S F
M
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
SFM 72"
S F
M
S F
M
S F
M
W 0"
S 8"
S 8"
D
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16"
G
W
W 16"
W 6"
D
D
W
W 6"
D
C I
W
D 15"
W 6"
W
W
D 12"
W 6"
D 5"
GI
D
P
S
D 15"
W 6"
W 6"
S
W
P
WMW
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
W 50"
WMW
D
C I
C I
W 6"
G
WMW
WMW
WMW
W
DD
WMW
WMW
G
G
G
G
W
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
0+0
0+6
0+6
DD
D
DFM 48"
GI
S
G
W
W
W 6"
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
D
D
GI
9+00
9+139+13
0+00
1+
D
C I
D
DS
G I
D
D
G
D 15"
D 15"
G I
G3"
G3"
G3"
W 8"
W 8"
W 16"
W
W 8"
W 8"
0+
1+
2+00
3+00
4+00
5+00
G10"
G
G
G
G
G
G
8+00
9+
+0
+0
12+00
13+00
14+00
15+
15+6015+60
0+00
1+00
2+00
3+00
4+00
G
P
D
P
P
S
W
S
SFM 72"
S
W
W
GIGI
T
W
0+00
1+1
1+1
0+
1+0
1+0
COCO
COCO
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
STORM LINE
ITEM 4-1: RELOCATE 28"
PORTION OF PEOPLES CANAL
ITEM 4-4: FILL ABANDONED
WATER MAIN
ITEM 4-2: RELOCATE 16"
WATER MAIN
ITEM 4-3: RELOCATE 8"
STATION 77+21.85 -- 78+77.83
ITEM 4-8-A: FLORIDA AVENUE CANAL
BUILD TEMPORARY SHOO-FLY
ITEM 4-6: TRACK 7B
UNDER TEMPORARY SHOO-FLY
REQ’D. 30’ x 135’ WIDE JET GROUT
ITEM 4-5: TRACK 7B - JET GROUT
REMOVE FROM SERVICE
ITEM 4-7: TRACK 7A - SHOO-FLY
W.T. STEEL PIPE CASING FOR 48" D.F.M.
ITEM 4-9-A: INSTALL 72" x 21’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 4-9-B: INSTALL 84" x 20’ x 0.375"
W.T. STEEL PIPE CASING FOR 54" S.F.M.
ITEM 4-9-C: INSTALL 78" x 21’ x 0.375"
S 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
R K
A P
P R
D A
T E
F
IL
E N
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B E
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S
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S U
B M
IT
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D B
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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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
J D
R
J D
R
V B
R
A N
S
ID
G C -4
P
H S .d
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
GC-405
P H
A S
E V
/2
/2
G J
H
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
E
E
E
E
E
E
E
E
E
W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
G
E
E
E
0 7
1+
1+
P
7+
8+
9+00
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
SF
M 8"
SF
M 2"
W 50"
S F
M
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
SFM 72"
S F
M
S F
M
S F
M
S 8"
S 8"
D
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16"
G
W
W 6"
D
D
W
D
C I
W
D 15"
W 6"
W
D 12"
W 6"
D 5"
GI
D
P
S
D 15"
W 6"
W 6"
S
W
P
WMW
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
WMW
D
C I
C I
W 6"
G
WMW
WMW
WMW
W
DD
WMW
WMW
G
G
G
G
W
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
0+0
0+6
0+6
DD
D
DFM 48"
GI
S
G
W
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
D
D
GI
9+00
9+139+13
0+00
1+
D
C I
D
DS
G I
D
D
G I
D 15"
D 15"
G I
G3"
G3"
G3"
W 8"
W 8"
W 16"
W
W 8"
W 8"
W 8"
W 8"
W 8"
0+
1+
2+00
3+00
4+00
5+00
G
G
G
W
W 8"
0+00
1+00
2+00
3+00
4+00
GG
P
D
P
P
S
W
S
SFM 72"
S
W
W
GIGI
T
W
0+00
1+1
1+1
0+
1+0
1+0
COCO
COCO
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
REMOVE FROM SERVICE
ITEM 5-2: TRACKS 3, 4 & 5 - SHOO-FLIES
REMOVE FROM SERVICE
ITEM 5-4: TRACK 6 -
STRUCTURE
BRIDGE AND SUPPORT
ITEM 5-5: REMOVE RAILROAD
STATION 0+00 -- 0+53.87
ITEM 5-7-B: ALMONASTER BOX
STATION 75+10.53 -- 76+55.25
ITEM 5-7-A: FLORIDA AVENUE CANAL
REBUILD IN ORIGINAL LOCATION
ITEM 5-1: TRACKS 3, 4 & 5
BUILD TEMPORARY SHOO-FLY
ITEM 5-3: TRACK 6
GAS LINE AS SHOWN (BY OWNER)
ITEM 5-6: TEMPORARILY RELOCATE
W.T. STEEL PIPE CASING FOR 48" D.F.M.
ITEM 5-8-A: INSTALL 72" x 66’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 5-8-B: INSTALL 84" x 63’ x 0.375"
W.T. STEEL PIPE CASING FOR 54" S.F.M.
ITEM 5-8-C: INSTALL 78" x 32’ x 0.375"
W.T. STEEL PIPE CASING FOR 72" S.F.M.
ITEM 5-8-D: INSTALL 96" x 89’ x 0.375"
W.T. STEEL PIPE CASING FOR 60" S.F.M.
ITEM 5-8-E: INSTALL 84" x 157’ x 0.375"
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
J D
R
J D
R
V B
R
A N
S
ID
G C -4
P
H S .d
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
P H
A S
E V I
GC-406
/2
/2
G J
H
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
E
E
E
E
E
E
E
E
E
W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
UE
U E
UE
UE
UE
G
E
E
E
0 7
G
G
1+
1+
P
7+
8+
9+00
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
SF
M 8"
SF
M 4"
SF
M 2"
W 50"
S F
M
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
SFM 72"
S F
M
S F
M
S F
M
S 8"
S 8"
D
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16"
G
W
W 6"
D
D
W
D
C I
W
D 15"
W 6"
W
D 12"
W 6"
D 5"
GI
D
P
S
D 15"
W 6"
W 6"
S
W
P
WMW
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
WMW
D
C I
C I
W 6"
G
WMW
WMW
WMW
W
DD
WMW
WMW
S F
M
G
G
G
G
W
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
0+0
0+6
0+6
DD
D
DFM 48"
GI
S
G
W
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
D
D
GI
9+00
9+139+13
0+00
1+
D
C I
D
DS
G I
D
D
G I
D 15"
D 15"
G I
G3"
G3"
G3"
W 8"
W 8"
G
G
W 16"
W
W 8"
W 8"
W 8"
W 8"
W 8"
0+
1+
2+00
3+00
4+00
5+00
G10"
G
G
G
G
G
G
W
W 8"
0+00
1+00
2+00
3+00
4+00
G
P
D
P
P
S
W
S
SFM 72"
S
W
W
UE
GIGI
T
W
0+00
1+1
1+1
0+
1+0
1+0
COCO
COCO
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
PORTION OF ALMONASTER BOX
ITEM 6-4: REMOVE/ABANDON REMAINING
STATION 71+84.55 -- 76+10.53
ITEM 6-3-B: FLORIDA AVENUE CANAL
OVER FLORIDA AVENUE CANAL
48" DFM WHICH RUN ADJACENT TO OR
OF THE 72" SFM, THE 54" SFM AND THE
ITEM 6-2: REMOVE REMAINING PORTIONS
STATION 0+53.87 -- 1+12.00
ITEM 6-3-A: ALMONASTER BOX
FLORIDA AVENUE CANAL
ITEM 6-7: REMOVE BRIDGE OVER
IN ORIGINAL LOCATION
ITEM 6-8: TRACK 6 - REBUILD
BOX WITH GRANULAR MATERIAL
END OF FALSE WORK BOX. FILL
ITEM 6-12: BUILD WALL TO CLOSE OFF
REMOVE FROM SERVICE
ITEM 6-9: TRACK 6 - SHOOFLY
IN ORIGINAL LOCATION
ITEM 6-10: TRACK 7 - REBUILD
REMOVE FROM SERVICE
ITEM 6-11: TRACK 7B - SHOO-FLY
PORTION OF FLORIDA CANAL
ITEM 6-6: FILL ABANDONED
END OF FALSE WORK BOX.
ITEM 6-5: BUILD WALL TO CLOSE OFF
PRESSURE GAS MAIN (BY OTHERS)
ITEM 6-1: RELOCATE 10" HIGH
SEWER FORCE MAIN
ITEM 6-13-B3: RELOCATE 36"
SEWER FORCE MAIN
ITEM 6-13-C: RELOCATE 72"
SEWER FORCE MAIN
ITEM 6-13-C: RELOCATE 72"
SEWER FORCE MAIN
ITEM 6-13-D: RELOCATE 54"
SEWER FORCE MAIN
ITEM 6-13-B1: RELOCATE 60"
DRAINAGE FORCE MAIN
ITEM 6-13-A: RELOCATE 48"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-A: CONSTRUCT 60"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-A: CONSTRUCT 60"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-B: CONSTRUCT 72"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-B: CONSTRUCT 72"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-B: CONSTRUCT 72"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-B: CONSTRUCT 72"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-C: CONSTRUCT 54"
SEWER FORCE MAIN TIE-IN
ITEM 6-14-C: CONSTRUCT 54"
SEWER FORCE CHANGE-OVER
ITEM 6-13-B2: CONSTRUCT 54"
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
J D
R
J D
R
V B
R
A N
S
ID
G C -4
P
H S .d
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
P H
A S
E V
II
GC-407
/2
/2
G J
H
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
SCALE: 1 IN. = 50 FT.
5025 100 150 FT.
STREET TO BE CLOSED.
OCCUR SIMULTANEOUSLY WITH WORK IN VOLUME 2 WHICH REQUIRES ABUNDANCE
7. WORK ON PEOPLES AVENUE WHICH WOULD REQUIRE STREET CLOSURE SHALL NOT
HOUR OF BEING REQUESTED TO REMOVE THE DAM.
BE DESIGNED TO ALLOW THE CONTRACTOR TO REMOVE THE HARD DAM WITHIN ONE
SUCH DAM DESIGNED BY LOUISIANA PROFESSIONAL ENGINEER AND THE DAM MUST
NEAR PUMP STATION �D�DUE TO LIMITED SPACE. THE CONTRACTOR WILL HAVE ANY
6. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL A HARD DAM IN LATERAL �D�
OFFICER, PER SECTION 01 53 00.03 09, PARAGRAPH 3.2.
5. CONTRACTOR SHALL REMOVE EARTHEN DAMS AS DIRECTED BY THE CONTRACTING
RESULTS IN THE REMOVAL OF THE TEMPORARY EARTHEN DAMS.
WASHED INTO THE EXISTING OR COMPLETED BOX AFTER EACH EVENT WHICH
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL MATERIAL
OF ALL PROPOSE OPENINGS AND HOW THEY WILL BE CLOSED.
SLAB, THE CONTRACTOR SHALL SUBMIT A PLAN DETAILING THE LOCATIONS
DAMS. IF THE CONTRACTOR PLANS TO DELAY THE INSTALLATION OF THE TOP
SLAB, IF CONDITIONS PERMIT, TO ALLOW FOR CONSTRUCTION OF THE EARTHEN
3. THE CONTRACTOR WILL BE ALLOWED TO DELAY CONSTRUCTION OF THE TOP
CULVERTS
EARTHEN DAMS TO CONTROL WATER DURING CONSTRUCTION OF THE BOX
2. THE CONTRACTOR WILL BE REQUIRED TO INSTALL AND REMOVE TEMPORARY
LOCATIONS OF DAMS FOR EACH SEQUENCE OF CONSTRUCTION.
THE CONTRACTING OFFICER, FOR APPROVAL. THIS DESIGN INCLUDES THE
1. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY EARTHEN DAM DESIGN TO
NOTES:
CANALS AS SHOWN IN SITE PLANS
PEOPLES AND FLORIDA AVENUE
ALONG LOW AREAS ALONG
ITEM 7-1: BUILD STORM INLETS
DRAWINGS
IN PAVEMENT RECONSTRUCTION
FOR FLORIDA AVENUE AS SHOWN
STORM DRAINS, AND SIDEWALKS
ITEM 7-2: REBUILD STREETS,
FOR PEOPLES AVENUE
STORM DRAINS, AND SIDEWALKS
ITEM 7-3: REBUILD STREETS,
ROAD TO NS RAILROAD YARD
ITEM 7-4: REBUILD GRAVEL ACCESS
E
E
E
E
E
E
E
E
E
W
U E
U E
UE
U E
U E
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
SFM 72"
SFM 72"
SFM 72"
E
E
E
G
G
P
7+
8+
9+00
10+00
11+00
12+00
13+00
14+00
14+16 14+16
9+00
10+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
1+00
2+00
3+00
4+00
5+00
6+00
7+00
7+65 7+65
0+
1+
2+
3+
4+
4+
4+
E
E
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
S F
M
S F
M
SFM 54"
SF
M 8"
W 50"
SFM 72"
SFM 72"
SFM 72"
SFM 72"
S
SFM 72"
D F
M
D F
M
S 8"
W
W
W
S 8"
S 8"
S 8"
S 8"
D 18"
D
D
SFM 72"
S F
M
S F
M
S F
M
S 8"
S 8"
D
W
W
D 15"
D
D
S
D 15"
SFM 60"
S F
M
W 16"
G
W
W 16"
G
W
W 6"
D
D
W
D
C I
W
D 15"
W 6"
W
D 12"
W 6"
D 5"
GI
D
P
S
D 15"
W 6"
W 6"
S
W
P
WMW
D
G I
G I
DD
W
D
WMW
G I
W 50"
W 50"
W 50"
W 50"
W 50"
WMW
D
C I
C I
W 6"
G
WMW
WMW
WMW
W
DD
WMW
WMW
G
G
G
G
G
G
G
W
G
D
D 15"
W 6"
WMW
C I
S
G
D 15"
0+0
0+6
0+6
DD
D
DFM 48"
GI
S
S
GG
W
P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
P P
P
P
P
P
T
D
D
GI
9+00
9+139+13
0+00
1+
D
C I
D
D
DS
G I
G I
D
D
G
SSS
D 15"
D 15"
G I
G3"
G3"
G3"
SFM 54"
S F
M
D F
M
SFM 72"
SFM 54"
W 8"
W 8"
W 8"
14.50
G10"
G
G
G
G
G
G
W 16"
W
W 8"
G3"
0+00
1+00
2+00
3+00
4+00
P
D
P
P
S
W
SSS
S
W
W
GIGI
T
W
0+00
1+1
1+1
0+
1+0
1+0
COCO
COCO
S F
M
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-108
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
D E
M O
L
IT
IO
N P
L A
S
ID
C -1
D E
M O .d g n
A N
S I
D
F L
O R
ID
A A
V E
N U
E C
A N
A L
/2
/2
G
H
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
U E
U E
UE
UE
UE
E X
IS
T . P
E O
P L E
S A
V E . C
A N
A
LSFM 60"
SFM 60"
SFM 60"
W 50"
SF
M 4"
SF
M 2"
W 50"
S F
M
D F
M
D F
M
D F
M
D 18"
S F
M
W 0"
S 8"
D
D
W
D
D
D 15"
W 16"
D 12"
W 16"
W 6"
D
D 12"
D
W 6"D
W
S
W 6"
D
S
W
D
W
W 50"
W 50"
C I
B O
X C
U L
V E
R T
E X
IS
T
A L
M O
N A
S T
W
W
S F
M
G
G
G
G
G
W
G
MATCH LINE C-110
M A
T C
H L
IN
E C -1
D
GI
S
G
W
W
W 6"
GI
C I
G3"
G3"
G6"
G6"
G
G
G10"
G
G
G
R R
R R
R R
R R
OVERPASS
ALMONASTER AVE.
P E
O P
L E S A
V E
FLORIDA AVE.
FLORID
A A
VE.
EXIST. FLORIDA AVE. CANAL
EXIST. FLORIDA AVE. CANAL
UNPAVED ROAD
EXIST. BOX CULVERT
PAVEMENT (FULL DEPTH)
REMOVE EXIST.
PAVEMENT (FULL DEPTH)
REMOVE EXIST.
TO BE REMOVED
CANAL & FOUNDATION
SECTION OF EXIST. CONCRETE
& FOUNDATION TO BE REMOVED
EXIST. CONCRETE CANAL
(ASPHALT)
GATE
REMOVE EXIST.
18" DRAIN LINE
REMOVE EXIST.
15" DRAIN LINE
REMOVE EXIST.
DRAIN MANHOLE
REMOVE EXIST.
12" DRAIN LINE
REMOVE SECTION OF EXIST.
18" DRAIN LINE
REMOVE EXIST.
15" DRAIN LINE
REMOVE EXIST.
CURB INLET
REMOVE EXIST.
REMOVE SECTION OF EXIST. FEEDER
REMOVE SECTION OF EXIST. FEEDER
CATCH BASIN
REMOVE EXIST.
CURB INLET
REMOVE EXIST.
12" DRAIN LINES
REMOVE EXIST.
12" DRAIN LINES
REMOVE EXIST.
CONC. SIDEWALK
REMOVE EXIST.
TO BE REMOVED
EXIST. SEWER MANHOLES
REMOVE EXIST. FENCE
REMOVE N.S.R.R. TRACK 6
PAVEMENT (FULL DEPTH)
REMOVE EXIST.
REMOVE TRAFFIC SIGN
CONC. CURB
REMOVE EXIST.
CONC. SIDEWALK
REMOVE EXIST.
REMOVAL OF EXIST. CONCRETE CANAL AND UTILITIES
REMOVAL OF EXIST. ASPHALT/CONCRETE PAVEMENT
LEGEND:
SEWER MANHOLE
REMOVE EXIST.
8" SEWER LINE
REMOVE SECTION OF EXIST.
EXIST. GAS LINE
REMOVE SECT. OF
& WATER LINE
FIRE HYDRANT
REMOVE EXIST.
WATER VALVES
REMOVE EXIST.
WATER VALVE
REMOVE EXIST.
EXIST. 54" STEEL S.F.M.
REMOVE SECTION OF
EXIST. 72" STEEL S.F.M.
REMOVE SECTION OF
6" DUCTILE IRON WATER LINE
REMOVE SECTION OF EXIST.
48" STEEL D.F.M.
REMOVE SECTION OF EXIST.
EXIST. 50" STEEL WATER MAIN
REMOVE SECTION OF
EXIST. 60" STEEL S.F.M.
REMOVE SECTION OF
6" PVC WATER LINE
REMOVE EXIST.
6" PVC WATER LINE
REMOVE EXIST.
EXIST. 50" STEEL WATER LINE
REMOVE SECTION OF
CONC. SIDEWALK
REMOVE EXIST.
STOP SIGN
REMOVE EXIST.
TRAFFIC SIGNS
REMOVE EXIST.
E= 3688554.12
N= 542694.27
CANAL (FULL DEPTH)
SAWCUT EXIST. CONCRETE
E= 368854.66
N= 542637.60
(FULL DEPTH)
CONCRETE CANAL
SAWCUT EXIST.
E= 3688577.52
N= 542498.55
AND CONC. CURB (FULL DEPTH)
SAWCUT EXIST. PAVEMENT
WATER LINE
OF EXIST. 16"
REMOVE SECTION
GAS LINE & VALVE
REMOVE EXIST.
ABANDON IN PLACE THE CONTRACTOR MUST FILL THE LINE WITH FLOWABLE FILL.
OTHER WORK ITEMS SHALL BE ABANDONED IN PLACE IN LIEU OF REMOVAL. TO
6. PORTIONS OF THE FORCEMAINS WHICH ARE NOT VISIBLE AND DO NOT AFFECT
WILL REMAIN PROPERTY OF THE RAILROAD.
5) RAILROAD TRACK SHALL BE REMOVED BY OTHERS AND SALVAGED MATERIALS
ACCESS TO THEIR MAIN PARKING AREAS AT ALL TIMES DURING CONSTRUCTION.
CONSTRUCTION WORK SUCH THAT THE N.O. S&WB AND NORFOLK SOUTHERN RETAIN
4) THE CONTRACTOR SHALL COORDINATE ALL ROADWAY CONSTRUCTION AND BOX
IN THE EXIST. CONCRETE SHEET PILE WALL.
3) THE EXIST. CONCRETE CANAL SHALL BE DEMOLISH TO THE NEAREST JOINT
BACKFILL TO FINAL GRADE ELEVATION AFTER NEW BOX CULVERT IS COMPLETE.
CONSTRUCTION SHALL BE LEFT IN PLACE AND BE FILLED IN WITH GENERAL
2) SECTIONS OF EXISTING CANAL THAT DO NOT INTERFERE WITH THE NEW
1) FOR SEQUENCE OF CONSTRUCTION SEE SHEETS GC-401 TO GC-407.
NOTES:
CONCRETE CURB
REMOVE EXIST.
(ASPHALT)
& FOUNDATION TO BE REMOVED
SECTION OF EXIST. CONCRETE CANAL
TO BE REMOVED
CULVERT & FOUNDATION
SECTION OF EXIST. BOX
TO BE REMOVED
CULVERT & FOUNDATION
SECTION OF EXIST. BOX
CONC. CURB
REMOVE EXIST.
CONC. CURB
REMOVE EXIST.
REMOVE R.R. BRIDGE & FOOTINGS
BRIDGE & FOOTINGS
REMOVE EXIST.
(CONCRETE)
(ASPHALT)
ABANDONED IN PLACE
BOX CULVERT TO BE
SECTION OF EXIST.
E= 3688359.78
N= 542680.99
CANAL (FULL DEPTH)
SAWCUT EXIST. CONCRETE
E= 3688475.86
N= 542532.33
AND CONC. CURB (FULL DEPTH)
SAWCUT EXIST. PAVEMENT
E= 3688522.43
N= 542504.49
AND CONC. CURB (FULL DEPTH)
SAWCUT EXIST. PAVEMENT
E= 3688666.74
N= 542477.97
AND CONC. CURB (FULL DEPTH)
SAWCUT EXIST. PAVEMENT
SCALE: 1 IN. = 20 FT.
20 40 60 FT.20 10
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-109
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
D E
M O
L
IT
IO
N P
L
S
ID
C -1
D E
M O .d g n
A N
S I
D
F L
O R
ID
A A
V E
N U
E C
A N
A L
G J
H /2
/2
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
W
UE
UE
UE
UE
UE
UE
UE
UE
M A
T C
H L
IN
E C -1
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 72"
SFM 72"
SFM 72"
S
S 8"
W
S 8"S 8"
D
W
W 6"
W 6"
W 6"
W
W 50"
W 50"
W 50"
W 50"
W 6"
W
S
D 15"
D 15"
D 15"
G3"
G3"
G3"
G3"
S
GI
R R
R R
R R
W
N.S.R.R. TRACK 3
R R
N.S.R.R. TRACK 4
R R
N.S.R.R. TRACK 5
REMOVE SECTION OF N.S.R.R. TRACK 1
U N
P A
V E
D R
O A
D
U N
P A
V E
D R
O A
D
FLORIDA AVE.
EXIST. FLORIDA AVE. CANAL
UNPAVED ROAD
(CONCRETE)
& FOUNDATION TO BE REMOVED
SECTION OF EXIST. CONCRETE CANAL
CONCRETE CURB
REMOVE EXIST.
CONCRETE CURB
REMOVE EXIST.
(ASPHALT)
(CONCRETE)
(CONCRETE)
(ASPHALT)
EXIST. 28" DRAIN LINE
REMOVE SECTION OF
CONC. CURB
REMOVE EXIST.
60" S.F.M.
REMOVE SECTION OF EXIST.
REMOVE EXIST. FENCE
REMOVE R.R. BRIDGE & FOOTINGS
REMOVE R.R. BRIDGE & FOOTINGS
EXIST. FEEDER
REMOVE SECTION OF
REMOVE EXIST. WATER VALVE
REMAIN IN PLACE
CURB INLET TO
REMOVAL OF EXIST. CONCRETE CANAL AND UTILITIES
REMOVAL OF EXIST. ASPHALT/CONCRETE PAVEMENT
LEGEND:
(ASPHALT)
EXIST. 42" STEEL WATER MAIN
REMOVE SECTION OF
WATER MAIN
REMOVE EXIST 36" STEEL
3" GAS LINE (BY ENTERGY GAS)
REMOVE SECTION OF EXIST.
E= 3689437.54
N= 542430.40
AND CONC. CURB (FULL DEPTH)
SAWCUT EXIST. PAVEMENT
E= 3689432.48
N= 542493.83
CANAL (FULL DEPTH)
SAWCUT EXIST. CONCRETEEXIST. FEEDER
REMOVE SECTION OF
ABANDON IN PLACE THE CONTRACTOR MUST FILL THE LINE WITH FLOWABLE FILL.
OTHER WORK ITEMS SHALL BE ABANDONED IN PLACE IN LIEU OF REMOVAL. TO
6. PORTIONS OF THE FORCEMAINS WHICH ARE NOT VISIBLE AND DO NOT AFFECT
WILL REMAIN PROPERTY OF THE RAILROAD.
5) RAILROAD TRACK SHALL BE REMOVED BY OTHERS AND SALVAGED MATERIALS
ACCESS TO THEIR MAIN PARKING AREAS AT ALL TIMES DURING CONSTRUCTION.
CONSTRUCTION WORK SUCH THAT THE N.O. S&WB AND NORFOLK SOUTHERN RETAIN
4) THE CONTRACTOR SHALL COORDINATE ALL ROADWAY CONSTRUCTION AND BOX
IN THE EXIST. CONCRETE SHEET PILE WALL.
3) THE EXIST. CONCRETE CANAL SHALL BE DEMOLISH TO THE NEAREST JOINT
BACKFILL TO FINAL GRADE ELEVATION AFTER NEW BOX CULVERT IS COMPLETE.
CONSTRUCTION SHALL BE LEFT IN PLACE AND BE FILLED IN WITH GENERAL
2) SECTIONS OF EXISTING CANAL THAT DO NOT INTERFERE WITH THE NEW
1) FOR SEQUENCE OF CONSTRUCTION SEE SHEETS GC-401 TO GC-407.
NOTES:
PAVEMENT (FULL DEPTH)
REMOVE EXIST.
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-110
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
D E
M O
L
IT
IO
N P
L
S
ID
C -1
D E
M O .d g n
A N
S I
D
P E
O P
L E
S A
V E
N U
E C
A N
A L
/2
/2
G J
M
IS
C
R E
V
IS
IO
N S S
H E
E T R
E S
U B
M
IT
T E
D
U E
MATCH LINE C-108
MATCH LINE C-111
SCALE: 1 IN. = 20 FT.
20 40 60 FT.20 10
E X
IS
T P
E O
P L E
S A
V E
C A
N A
L
S F
M
S F
M
SF
M 8"
SFM 72"
S F
M
S F
M
S F
M
SFM 60"
D
EXIST. LATERAL "D" CANAL
G I
D
P E
O P
L E
S A
V E
G
G
D
R R
R R
COCO
& FOUNDATION TO BE REMOVED
EXIST. CONCRETE CANAL
REMOVE EXIST. GATE
REMOVE EXIST. FENCE
REMOVE R.R. BRIDGE & FOOTINGS
REMOVE N.S.R.R. TRACK 7 N.S.R.R. TRACK 2
N.S.R.R. TRACK 3
N.S.R.R. TRACK 4
N.S.R.R. TRACK 5
REMOVE EXIST. CONCRETE CANAL
PAVEMENT (FULL DEPTH)
REMOVE EXIST.
CONCRETE SLOPE PAVEMENT
(FULL DEPTH)
SAWCUT EXIST. PAVEMENT
(FULL DEPTH)
SAWCUT EXIST. PAVEMENT
(FULL DEPTH)
SAWCUT EXIST. PAVEMENT
STATION "D"
N.O. S&WB PUMP
TO REMAIN IN PLACE
EXIST. CONC. CURB AND GUTTER
TO REMAIN IN PLACE
EXIST. CONC. CURB AND GUTTER
CURB AND GUTTER
REMOVE EXIST. CONC.
SIDEWALK
CURB AND GUTTER AND
REMOVE EXIST. CONC.
(FULL DEPTH)
SAWCUT EXIST. PAVEMENT
TO REMAIN IN PLACE
EXIST. CURB INLET
EXIST. FEEDER
REMOVE SECTION OF
REMOVE EXIST. BOX CULVERT
OVERPASS
ALMONASTER AVE.
REMOVAL OF EXIST. CONCRETE CANAL AND UTILITIES
REMOVAL OF EXIST. ASPHALT/CONCRETE PAVEMENT
LEGEND:
EXIST. 72" STEEL S.F.M.
REMOVE SECTION OF
10" GAS LINE (BY ENTERGY GAS)
REMOVE SECTION OF EXIST.
BRIDGE & FOOTINGS
REMOVE EXIST.
E= 3688657.10
N= 542955.23
& FOUNDATION TO BE REMOVED
EXIST. CONCRETE CANAL
AND RETURN TO S&WB
REMOVE VALVE BOX
AND RETURN TO S&WB
REMOVE VALVE BOX
EXIST. LINE IN PLACE
ABANDON SECTION OF
ABANDON IN PLACE THE CONTRACTOR MUST FILL THE LINE WITH FLOWABLE FILL.
OTHER WORK ITEMS SHALL BE ABANDONED IN PLACE IN LIEU OF REMOVAL. TO
6. PORTIONS OF THE FORCEMAINS WHICH ARE NOT VISIBLE AND DO NOT AFFECT
WILL REMAIN PROPERTY OF THE RAILROAD.
5) RAILROAD TRACK SHALL BE REMOVED BY OTHERS AND SALVAGED MATERIALS
ACCESS TO THEIR MAIN PARKING AREAS AT ALL TIMES DURING CONSTRUCTION.
CONSTRUCTION WORK SUCH THAT THE N.O. S&WB AND NORFOLK SOUTHERN RETAIN
4) THE CONTRACTOR SHALL COORDINATE ALL ROADWAY CONSTRUCTION AND BOX
IN THE EXIST. CONCRETE SHEET PILE WALL.
3) THE EXIST. CONCRETE CANAL SHALL BE DEMOLISH TO THE NEAREST JOINT
BACKFILL TO FINAL GRADE ELEVATION AFTER NEW BOX CULVERT IS COMPLETE.
CONSTRUCTION SHALL BE LEFT IN PLACE AND BE FILLED IN WITH GENERAL
2) SECTIONS OF EXISTING CANAL THAT DO NOT INTERFERE WITH THE NEW
1) FOR SEQUENCE OF CONSTRUCTION SEE SHEETS GC-401 TO GC-407.
NOTES:
E X
IS
T P
E O
P L E
S A
V E C
A N
A L
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-114
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
P R
O P
O S
E D C
O N
D
IT
IO
N S P
P
S T
A T
O S
T A
A N
S
ID
C -1
P ro p P
P .d g n
A N
S I
D
F L
O R
ID
A A
V E
N U
E C
A N
A L
/2
/2
W F
O R
C E M
A
IN
P
IP
E S A
D D
E D
U E
EXIST. FLORIDA AVE. CANAL
EXIST. GRADE
EXIST. 8’x8’ BOX CULVERT
BOX CULVERT
EXIST. ALMONASTER AVE.
M A
T C
H L
IN
E S
T A
REQ’D 6" STABILIZATION SLAB
CHANGE-OVER. SEE SHEET CU-109
REQ’D SEWER FORCE MAIN
C/L REQ’D GRAVEL ROAD
INV. 18.64
REQ’D SFM54"
INV. 18.42
REQ’D SFM72"
INV. 19.36
REQ’D DFM48"
B-FL-02 B-FL-03
B-FL-04
B-FL-05
B-FL-06
B-FL-07
B-FL-01
B-ALM-01
B -A
L M -0
-5
-5
70+50 71+00 72+00 73+00 74+00 75+00 75+50
STATION IN FEET
E L E
V A
T
IO
N I
N
F
E E
T
C A
IR
O D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T
C A
IR
O D
A T
U M
P .V .I
.5
E L E
V .0
P .V .I
.5
E L E
V .5
S =-21.93%
S=-0.04%
SFM 60"
SFM 60"
SFM 60"
SFM 54"
W 50"
D F
M
" D
D 18"
D
D 5"
P
D 15"
D
D 18"
D 15"
D 15"
G
PPPPPPP
D
W 8"
W 8"
W 8"
R R
S-300 THRU S-319)
REQ’D TRS (SEE
EXIST. FLORIDA AVE. CANAL
FL
ORI
DA
AVE.
INTO OPEN-CHANNEL FLUME
TIE EXIST. 8’x8’ BOX CULVERT
CANAL INVERT
EXIST.
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
CROSS-OVER
REQ’D. 54" S.F.M.
SCALE: 1 IN. = 20 FT.
20 40 60 FT.20 10 5 0 15 FT.5 10
SCALE: 1 IN. = 5 FT.
STA. 71+05.55
STA. 72+58.00
STA. 71+30.55
BEGIN TWO 19’ x 15’ BOX CULVERTS
END OPEN-CHANNEL FLUME
STA. 74+85.50
STA. 75+10.50
BEGIN TRANSITION
END TWO 19’ x 15’ BOX CULVERTS
BEGIN TWO 21’ x 15’ BOX CULVERTS
END TRANSITION
BOX CULVERT
ALMONASTER AVE.
C/L PROPOSED
EXIST. CANAL INVERT
BOX CULVERT
EXIST. ALMONASTER
PROPOSED FLORIDA AVE. CANAL 3’ BOTTOM SLAB
PROPOSED FLORIDA AVE. CANAL 3’ TOP SLAB
PROPOSED FLORIDA AVE. CANAL INVERTOPEN-CHANNEL FLUME INVERT
PROPOSED FLORIDA AVE.
BEGIN VERTICAL TRANSITION
BEGIN OPEN-CHANNEL FLUME
END VERTICAL TRANSITION
FLORIDA AVE. CANAL
C/L PROPOSED
HORIZONTAL VERTICAL
REQ’D 54" S.F.M.
REQ’D 48" D.F.M.
REQ’D 72" S.F.M.
WATER MAIN
REQ’D 50"
PROPOSED N.S.R.R. TRACK 6
(BY ENTERGY GAS)
GAS LINE
REQ’D 10"
IRON WATER LINE
REQ’D 8" DUCTILE
INV. 10.50
REQ’D D18"
INV. 10.50
REQ’D D15"
LOW CORD & FOUNDATION LAYOUT INFO.
2. SEE SHEETS RC-101 TO RC-501 FOR EXIST. ALMONASTER OVERPASS
EACH SIDE OF THE PROPOSED FLORIDA AVE. CANAL CENTERLINE.
1. UTILITIES AND STRUCTURES SHOWN IN PROFILE ARE WITHIN 50 FT
NOTES:
EL. 0.41
S-217 FOR TIE-IN DETAILS.
THRU S-130B AND SHEETS S-213 THRU
3. SEE STRUCTURAL SHEETS S-101
D.I.C.B. (SEE SHEET CU-119)
D.I.C.B. (SEE SHEET CU-119)
D.I.C.B. (SEE SHEET CU-119)
S-300 THRU S-319)
REQ’D TRS (SEE
P E
O P
L E
S A
V E
VALVE W/ CONC. MANHOLE
REQ’D 54" SOLID WEDGE GATE
VALVE W/ CONC. MANHOLE
REQ’D 72" SOLID WEDGE GATE
CONC. SLAB
EXIST. CANAL
REQ’D. 72" S.F.M.
REQ’D. 60" S.F.M.
FINAL GRADE
TOP OF OPEN-CHANNEL FLUME
REQ’D 8" WATER LINE
WATER MAIN
REQ’D 50"
REQ’D S&WB FEEDER #510
HYDRANT
REQ’D WATER
REQ’D. 48" D.F.M.
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-115
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
S T
A T
O S
T A
A N
S
ID
C -1
P ro p P
P .d g n
A N
S I
D
F L
O R
ID
A A
V E
N U
E C
A N
A L
P R
O P
O S
E D C
O N
D
IT
IO
N S P
P
/2
/2
G J
H
1 1
N E
W F
O R
C E M
A
IN
P
IP
E S A
D D
E D
-5
-5
75+50 76+00 77+00 78+00 79+00 80+00 80+50
EXIST. GRADE
INV. 0.20
BOX CULVERT
PROPOSED PEOPLES AVE.
M A
T C
H L
IN
E S
T A
CANAL INVERT
PROPOSED FLORIDA AVE.
PROPOSED PEOPLES AVE. CANAL 3’ BOTTOM SLAB 6" STABILIZATION SLAB6" STABILIZATION SLAB
M A
T C
H L
IN
E S
T A
0 7
B-FL-08
B-FL-09
B-FL-10
B-FL-11
B-FL-13
B-FL-14
B-FL-12
-5
-5
75+50 76+00 77+00 78+00 79+00 80+00 80+50
E L E
V A
T
IO
N I
N
F
E E
T
C A
IR
O D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T
C A
IR
O D
A T
U M
STATION IN FEET
S=-0.04%
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
D
5 0 15 FT.5 10
SCALE: 1 IN. = 5 FT.
SCALE: 1 IN. = 20 FT.
20 40 60 FT.20 10
EXIST. FLORIDA AVE. CANAL
HORIZONTAL VERTICAL
D
W
W 6"
W 6"
W 6"
W 50"
W 50"
W 50"
D
G3"
D 15"
D 15"
G3"
W 8"
B -P
E O -0
G
G
G3"
GRAVEL ROAD
GI
FLORIDA AVE.
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
REQ’D. 60" S.F.M. REQ’D. 72" S.F.M.
EXIST. PEOPLES AVE. CANAL
N.S.R.R. TRACK 5
N.S.R.R. TRACK 4
N.S.R.R. TRACK 3
N.S.R.R. TRACK 2
BASELINE #1
PROPOSED FLORIDA AVE. CANAL 3’ BOTTOM SLAB
FLORIDA AVE. CANAL
C/L PROPOSED
PEOPLES AVE. CANAL
C/L PROPOSED
REQ’D S&WB FEEDER #410
DIVERSION BOX CULVERT
C/L PROPOSED TEMPORARY
(BY ENTERGY GAS)
GAS LINE
REQ’D 3"
(BY ENTERGY GAS)
GAS LINE
REQ’D 10"
INV. 9.64
REQ’D D18"
INV. 18.86
REQ’D G10"
INV. 7.86
D28"
EL. 0.40
EL. 0.20
PROPOSED N.S.R.R. TRACK 6
PROPOSED N.S.R.R. TRACK 2
PROPOSED N.S.R.R. TRACK 1
EXIST. N.S.R.R. TRACKS 3, 4 & 5
REQ’D ELECTRIC FEEDERS 410 & 510
REQ’D CANAL COLUMNS
PROPOSED FLORIDA AVE. CANAL 3’ TOP SLABPROPOSED FLORIDA AVE. CANAL 3’ TOP SLAB
STA. 0+00 PEOPLES AVE. BOX CULVERT
STA. 76+99.30, 24’ LT. FLORIDA AVE. BOX CULVERT =
STA. 75+63.13, 24’ RT. FLORIDA AVE. BOX CULVERT =
2. SEE STRUCTURAL SHEETS S-121 THRU S-168 FOR TIE-IN DETAILS.
EACH SIDE OF THE PROPOSED FLORIDA AVE. CANAL CENTERLINE.
1. UTILITIES AND STRUCTURES SHOWN IN PROFILE ARE WITHIN 50 FT
NOTES:
STA. 0+00 ALMONASTER AVE. BOX CULVERT
INV. 10.50
REQ’D D15"
D.I.C.B. (SEE SHEET CU-119)
D.I.C.B. (SEE SHEET CU-120)
D.I.C.B. (SEE SHEET CU-120)
INV. 21.25
REQ’D W42"
S-300 THRU S-319)
REQ’D TRS (SEE
EXIST. CANAL INVERT
WATER MAIN
REQ’D 50"
FINAL GRADE
PROPOSED N.S.R.R. TRACK 6
PROPOSED N.S.R.R. TRACK 1
REQ’D 42" WATER LINE
REQ’D CANAL COLUMNS
REQ’D CANAL COLUMNS
REQ’D S&WB FEEDER #510
REQ’D 8" WATER LINE
AVE. CANAL
EXIST. FLORIDA
S-300 THRU S-319)
REQ’D TRS (SEE
S 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
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W P -1
-R -0
X X
X X
X X -X
X -X -X
X X
X
H -8 -4
S E
L A U
R B
A N F
L O
O D C
O N
T R
O L P
R O J E
C T
O R
L E
A N
S P
A R
IS
H L
O U
IS
IA
N A
V O
L U
M E
J
U N
S T F
E R
D
IN
A N
D S
T R
E E
T T
O P
E O
P L E
S A
V E
N U
E
S E
L A
W
ID
E
N
IN
G O
F F
L O
R
ID
A A
V E C
A N
A L P
H A
S E I
V J
U N
E
D E
S C
R
IP
T
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V B
W
V B
W
J D
C-116
G
IO
N A
L D
E S
IG
N T
E A
M
M V
K M
V M M
V S M
V N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
G L E
N D
A J
H
IL
L P .E
A N
S
ID
C -1
P ro p P
P .d g n
S T
A T
O S
T A
A N
S I
D
F L
O R
ID
A A
V E
N U
E C
A N
A L
P R
O P
O S
E D C
O N
D
IT
IO
N S P
P
/2
/2
G J
H
N E
W F
O R
C E M
A
IN
P
IP
E S A
D D
E D
-5
-5
80+50 81+00 82+00 83+00 84+00 85+00 85+50
SCALE: 1 IN. = 20 FT.
20 40 60 FT.20 10 5 0 15 FT.5 10
SCALE: 1 IN. = 5 FT.
AVE. CANAL
EXIST. FLORIDA
EXIST. GRADE
HORIZONTAL VERTICAL
BASELINE #1
FLORIDA AVE. CANAL
C/L PROPOSED
6" STABILIZATION SLAB
M A
T C
H L
IN
E S
T A
B-FL-15
B-FL-16
-5
-5
80+50 81+00 82+00 83+00 84+00 85+00 85+50
E L E
V A
T
IO
N I
N
F
E E
T
C A
IR
O D
A T
U M
STATION IN FEET
E L E
V A
T
IO
N I
N F
E E
T
C A
IR
O D
A T
U M
P .V .I
.0
E L E
V .1
S=-0.04%
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"
SFM 60"EXIST. FLORIDA AVE. CANAL
D
SFM 72"
SFM 72"
S
REQ’D. 60" S.F.M.
S 8"
S 8"
S 8"
S 8"
S 8"
W 50"
W 6"
FLORIDA AVE.
S
G3"
G3"
D
S
REQ’D. 72" S.F.M.
BEGIN PROJECT PHASE III
END OPEN-CHANNEL FLUME
BEGIN OPEN-CHANNEL FLUME
END TWO 21’ x 15’ BOX CULVERTS
STA. 81+50.00
STA. 82+00.00
PROPOSED FLORIDA AVE. CANAL 3’ TOP SLAB
PROPOSED FLORIDA AVE. CANAL 3’ BOTTOM SLAB
BEGIN PROJECT PHASE III
PROPOSED OPEN-CHANNEL FLUME
PROPOSED N.S.R.R. TRACK 1
PROPOSED N.S.R.R. TRACK 1A
AND GUTTER BOTTOM
REQ’D 8" BARRIER CURB
FINAL GRADE
INV. 10.89
REQ’D D18"
EL. 0.20
REQ. TEMPORARY DIVERSION WALLS
2. SEE STRUCTURAL SHEETS S-161 THRU S-170 FOR TIE-IN DETAILS.
EACH SIDE OF THE PROPOSED FLORIDA AVE. CANAL CENTERLINE.
1. UTILITIES AND STRUCTURES SHOWN IN PROFILE ARE WITHIN 50 FT
NOTES:
D.I.C.B. (SEE SHEET CU-120)
S-300 THRU S-319)
REQ’D TRS (SEE
S-300 THRU S-319)
REQ’D TRS (SEE
CULVERT INVERT
PROPOSED BOX
EXIST. CANAL INVERT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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