C-203.pdf
PDF 459 KB Posted
- Solicitation number
- W912DS22B0003
About this file
This drainage profile drawing and related federal contract opportunity provide details for Contract 5 of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The Army Corps of Engineers Engineering District New York is soliciting proposals under solicitation number W912DS22B0003 to improve drainage features including swales, culverts, outfalls, and a pump station. Key work involves constructing trapzoidal and semi-trapezoidal swales, replacing and installing various sized culverts, constructing concrete inlets and outfalls, and connecting to an existing pump station. The contract drawings depict existing site conditions and proposed drainage improvements. Proposals are due by February 18, 2022 and the awarded contract is expected to be issued shortly after.
View the file
Other files
Show all 33
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
22 154
A D
D
R E
V
IS
E D
R A
IN
A
G E
F E
A T
U R
E P
R O
F
IL
E S
A D
D E
D N
O T
E
/1
/2
/0
/2
S
IS
S
IS
IN
T
E R
IO
R
D R
A
IN
A G
E P
R O
F
IL
C-203
BE FIELD VERIFIED. ANY CONFLICT SHALL BE COORDINATED WITH COR.
EXISTING UTILITIES LOCATION SHOWN ARE APPORXIMATE AND SHALL 2
ASSOCIATED TO LOCATE THE START AND END OF THE SWALE ONLY.
NOT TALLY WITH THE PROJECT STATIONS. PROJECT STATIONS ARE
TOE OF THE LEVEE. THEREFORE THE LENGTH OF THE SWALE DOES
SWALE C3-1A/B, C3-MA/B/C, C3-4A/B AND C3-5A/B RUN ALONG THE 1
NOTES:
60'
SCALE:1"= 30'H
0 30'0
SCALE: 1"= 10'V
20'10'
P O
R M
O N
C
T C
-2 .d g n
FILL FILL
V :2 .5
H
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
-0+20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 10+00 10+80
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+40
6+81
5+63 6+14.5
INV. 1.46
STA. 5+45
OUTFALL C3-1
INV. 3.5
STA. -0+59.52
BROADWAY
INV. 2.35
STA. 6+81.25
IN
V
.3
S T
A
.2
IN
V
.2
S T
A
-9
SEMI-TRAP, SWALE C3-MA @ 0.26%
TRAPZ, SWALE C3-MA @ 0.26%
INV. 1.72
IN
V
.2
S T
A
.3
IN
V
.5
S T
A
S T
A
TRAP SWALE C3-MB @ 0.22% TRAP SWALE C3-MC @ 0.22%
FLOW
FLOW
IN
V
.5
S T
A
IN
V
.5
S T
A
IN
V
.2
S T
A
.5
O U
T F
A L
L C
-4
IN
V
.5
S T
A
.1
TRAP SWALE C3-4A @ 0.11% FLOW TRAP SWALE C3-4B @ 0.10%FLOW
IN
V
.5
S T
A
.6
O U
T F
A L
L C
-5
IN
V
.5
S T
A
.8
IN
V
.4
S T
A
.0
IN
V
.7
S T
A
TRAP SWALE C3-5B @ 0.65%
FLOW
-5
-5
-5
-5
6+00
TRAP. SWALE, 489 LF @ 0.03%
EXISTING GRADE (TYP)
EXISTING GRADE (TYP)
ST.
PUMP
INV. 0.56
EXISTING CB
.5
INV. 0.55
RIM 3.7
MH # BA-1
INV. 0.42
MH # BA-2
STA. 9+25
STA. 9+56
STA. 6+81
0+00
33LF
35LF
158LF
INV 6.23
GRT 11.70
CB# 2
INV 5.42
GRT 8.8
EXT CB
INV 5.23
GRT 9.08
CB# 1
INV. 5.14
DIFFERENT CONTRACT
12" CULVERT UNDER
SEMI-TRAP, SWALE C3-1A @ 0.34% SEMI-TRAP, SWALE C3-1B @ 0.65%
CROSSSECTION
CHANGE IN
IN
V
.4
IN
V
.013.0
30LF @ 0.98%
IN
V
.3
IN
V
.9
IN
V
.2
IN
V
.2
EL. 13.5
LEVEE
-0+20
TRAP. SWALE, 175LF @ 0.19%
TRAP. SWALE
IN
V
-0
.5
INV. -0.745
-4
-4
IN
V
.2
IN
V
.2
INV. 0.41 TRAP. SWALE, 318 LF @ 0.06%216 LF @ 0.06%
5+00PO 4+00PO 3+00PO 2+00PO 1+00PO 0+00PO
6+00BA 5+00BA 4+00BA 3+00BA 2+00BA 1+00BA 0+00BA
6+20BA
5+16PO
0+00C3-1O1+00C3-1O 1+00C3-4O 0+00C3-4O2+00C3-4O3+00C3-4O1+60C3-1O
0+00 1+00 2+00 3+00
INLET APPRON
MEET PUMP STATION
@ 18.4%
TRAPZ SWALE C3-5A
@ 8.03%
TRAP SWALE C3-5B
FLOODWALL
SWALE C3-1A/1B
RIP-RAPWITH SLUICE GATE
DRAINAGE STR.
@ 0.1%
30" RCP 29 LF
@ 0.5%
30" RCP 9LF
WING WALL
CONC. APRON
ELIPTICAL RCP PIPE
24"R X 38"W, CLASS IV
20 LF @ 0.06% 20 LF @ 0.06% 46 LF @ 0.06%
BOX CULVERT CLASS V
2'R X 4'W RCP
15" RCP @ 0.5% 18" RCP @ 0.5%
PROPOSED GRADE
GRADE
EXISTING
19.5 LF, 2' COVER
CULVERT C3-1
INLET APPRON
MEET PUMP STATION
@ 0.1%
30" RCP 23.5LF
WITH SLUICE GATE
DRAINAGE STR.
SEMI-TRAPZ TO TRAPZ
TRANSITION FLOODWALL TO LEVEE
INV. -2.8±
EX. 8" SANITARY PIPE
INV. -2.52±
EX. 8" SANITARY PIPE
104 LF @ 0.27%
5' SPAN X 3' RISE
RECT. BOX CULVERT
ACCESS RAMP
LEVEE
IN
V
.6
IN
V
.3
SE NOTE 2
EXISTING GAS AND WATER
0+00 1+00 2+00
SWALE C3-5B
CB#4
IN
V
.8
E X
IS
C
BIN
V
.7
E X
IS
C
B
85LF, 15" RCP @ 1.3%
@ 1.3%
22LF, 15" RCPSWALE C3-1 OUTLET SWALE C3-4 OUTLET
SWALE C3-4A / C3-4B
SWALE C3 - PUMP OUTLET
BRAINARD AVE
SWALE C3-MA
SWALE C3-1A / C3-1B
SWALE C3-MB
TO REMAIN
EXISTING 43LF, 12" PIPE
INV 6.40
GRT 11.7
CB# 3
18LF
TO CB#5
GRADE @ 1%
IN
V
.2
O U
T
IN
V
.7
IN
IN
V
.2
E X
IS
IN
G R
.5
D S
C
-5
IN
V
.0
G R
.5
C B
413 13
INV. @ SWALE 5.52, 16LF, 15" RCP @ 5.0%
SWALE 5A/5B OUTLET
ELIPTICAL RCP PIPE
24"R X 38"W CLASS V
SWALE C3-MC
ROAD RAISING DRAINAGE SYSTEM
DRAINAGE SYSTEM NORTH LEVEE ROAD TIE IN
BET. CB#4 AND CB#5
EIXISTING 12" WITH 15" PIPE
REMOVE AND REPLACE
NORTH RETAINING/FLOODWALL PZ35 SHEET PILE, EL. 13.0
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
P O
R T
M O
N M
O U
T H
N
E W
J E
R S
E Y
P H
A S
E I
I, C
O N
T R
A C
T
R A
R
IT
A N
B A
Y A
N D
S A
N D
Y H
O O
K B
A Y
H U
R R
IC
A
N E
A N
D S
T O
R M
D A
M A
G
R
D
U C
T
IO
N
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 I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
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
D A
T E
A P
P R
SHEET OF
New York District of Engineers
US Army Corps
N E
W Y
O R
K N
Y
N E
W Y
O R
K 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
IDENTIFICATION
SHEET
F E
B
W D
S -2
-B
-0
C E
N A
N -E
N
F E
B
-0
N E
W Y
O R
K N
Y
R O
O M
F E
D E
R A
L P
L A
Z A
PORMON_CT5_C-203.dgn Plot 6/9/2022 3:43:27 PM
File details come from the government source that posted it. Updated .