C-503.pdf
PDF 148 KB Posted
- Solicitation number
- W912DS24B0014
About this file
This document appears to be construction drawings and details for erosion and sediment control measures related to the Port Monmouth Hurricane and Storm Damage Reduction Project. The drawings provide specifications for inlet filters, hay bale sediment barriers, and stone barrier bags to be used for inlet protection during construction. The key details include dimensions, materials, and installation requirements for these erosion and sediment control elements. This is supporting documentation for the federal contract opportunity associated with the Port Monmouth project, which involves construction of 1,521 LF of floodwall, 1,040 LF of levee, and other civil infrastructure work with an estimated cost between $50-75 million. The contract will be awarded via an Invitation for Bids (IFB) as a Small Business Set-Aside, with the IFB anticipated to be issued around May 10, 2024 and bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed.
View the file
Other files
Show 40 more
Latest 50 of 82 listed here. See the rest on GovTribe.
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
C -5
.d g n
C-503
A N
S I
D
N S
N S
N S
N .T
.S
K W
S O
IL
E
R O
S
IO
N A
N D
S E
D
IM
E N
T C
O N
T R
O L
D E
T A
IL
S
C O
N T
IN
U
E D
A
A
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
NTS
INLET FILTERS, TYPE 2
INSTALLATION DETAIL BAG DETAIL
DUMP STRAPS
WIDTH=WLENGTH=L
CURB OPENING
DEPTH=D
LUMBER
LUMBER
BAG
INLET FILTER
BAG FROM INLET
FOR REMOVAL OF
INSERT 1" REBAR
GRATE
INLET
OVERFLOW
PROVIDE FOR FLOOD
DUMP STRAP (TYP.)
(2 EACH)
STRAPS
DUMP
2" FLAT WASHERS)
(1/4" NYLON ROPE,
RESTRAINT
EXPANSION
PRIOR TO REMOVAL
INSERT REBAR INTO SLEEVE
NOTE:
EXISTING INLET
OF GRATE FRAME
EXTENDS 6" OUTSIDE
GEOTEXTILE SLEEVE
AGGREGATE
WITH NO.2 COARSE
AGAINST CURB
HOLD LUMBER
OPENING; ALLOW FOR FLOOD OVERFLOW.
DO NOT COMPLETELY BLOCK VERTICAL
AGAINST VERTICAL FACE OF CURB PIECE.
LUMBER, LAID FLAT OR ON EDGE, AND PLACE
SLEEVE OR WRAP GEOTEXTILE AROUND
PLACE LUMBER IN HEMMED GEOTEXTILE
CURB PIECE OPENING
FOR LUMBER
HEMMED SLEEVE
NTS
INLET FILTERS, TYPE 1
FLOW
HAY BALE
VERTICAL FACE (MIN.)
4" EMBEDMENT ON
T
O
1½' TO 2' INTO GROUND
TWO 2" x 2" x 3' STAKES DRIVEN
FILL SLOPE
6'`
DESIRABLE
SURFACE
GROUND
2 1
PREVIOUSLY LAID BALE
ANGLE FIRST STAKE TOWARD
F L O
W
IN FRONT OF RIPRAP STONES
COARSE AGGREGATE NO. 2 PLACED
6" TO 9" RIPRAP STONES AND FILLER
HAY BALES ON THE CONTOUR
SECURELY TIED AND EMBEDDED
STAKES 18" TO 24" IN THE GROUND
2 REBARS, STEEL PICKETS, OR 2" x 2" OAK
PLACEMENT AND ANCHORING DETAIL
EMBEDDING DETAIL
NTS
HAY BALES SEDIMENT BARRIERS
NTS
INLET PROTECTION STONE BARRIER BAGS
NTS
INLET PROTECTION, HAYBALE BARRIER
UNLESS OTHERWISE INSTRUCTED BY THE CONTRACTING OFFICER.
4. HAY BALES SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
THE ADJACENT BALES.
3. HAY BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING
REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE.
2. INSPECTION SHALL BE FREQUENT, AFTER EVERY STORM AND REPAIR OR
OF THE BARRIER.
1. HAY BALES SHALL BE INSTALLED SO WATER CANNOT BYPASS THE ENDS
NOTES:
A M
A D
D E
D D
E T
A
IL
-A U
G
INLET STRUCTURE
APPROVAL OF THE CONTRACTING OFFICER.
BASIN INSERT SHALL BE USED. SUBJECT TO THE
TRAFFIC, A COMMERCIALLY AVAILABLE CATCH
WHERE INLET PROTECTION MAY INTERFERE WITH
NOTE:
STRUCTURE
INLET
CURB
THAT NO GAPS
PLACE BAGS SUCH
24' LONG 12" WIDE AND 6" HIGH.
BAGS (3MM MESH) APPROXIMATELY
BURLAP BAGS OR SYNTHETIC NET
1" STONE CONTAINED IN PERVIOUS
TO EACH OTHER)
(ABUTTED TIGHTLY
HAYBALES
2' INTO THE GROUND.
DRIVEN 1 1/2' TO
TWO 2"x2" STAKES
HAYBALE WITH
ANCHOR EACH
TIED TOGETHER TO PREVENT MOVEMENT.
WHERE STAKING IS NOT PRACTICAL, HAY BALES SHALL BE
NOTE:
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 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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IS
S
U E
D A
T E
N E
W Y
O R
K D
IS
T
R
IC
T
N E
W Y
O R
K N
E W
Y O
R K
New York District
P O
R T
M O
N M
O U
T H
N
J
P H
A S
E I
I, C
O N
T R
A C
T
B
R A
R
IT
A N
B A
Y
S A
N D
Y H
O O
K B
A Y
H U
R R
IC
A
N E
S
T O
R M
D A
M A
G E
R E
D U
C T
IO
N
File details come from the government source that posted it. Updated .