SSSI Area E_Amendment 8_Rev. Plans_C501.pdf
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- Solicitation number
- W912DS24B0002
About this file
This document appears to be a set of construction drawings and plans related to a federal contract opportunity for the South Shore of Staten Island, Area E, Hurricane Sandy Coastal Storm Risk Management Project.
The key details are:
- The project involves the construction of 3,400 feet of earthen levee, 2,100 feet of floodwall, and 22,700 feet of buried seawall along the Raritan Bay, as well as interior drainage improvements including detention basins, culverts, gates, and other stormwater structures.
- The construction contract, solicitation number W912DS24B0002, will be a Firm-Fixed Price contract procured via Invitation for Bid (IFB) on an unrestricted basis.
- The magnitude of the construction cost is estimated between $100-$175 million.
- The IFB is anticipated to be issued in early-to-mid December 2023, with bids due approximately 30 days later.
- The period of performance is 1,279 calendar days from the Notice to Proceed.
- The specifications will be posted electronically via SAM.gov.
- Past performance information will be collected and used in the award process.
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Text version
RENO MATTRESS
9"
GABION BASKETS
FILTER FABRIC
N.T.S.
AS NOTED ONRIP-RAP
FINAL SITE PLAN(SEE SCHEDULE FOR SIZE)
1" WIDE x 1/8"
TENSION BAND
5/16" CARRIAGE
OUTSIDE DIAMETER
BOLTS 3/16" MIN. THICKNESS
NOTE: ROUND ALL
1-5/8" DIAMETER RAIL
SPLIT FITTING CARRIAGE
TYPICAL CONCRETE FOOTING FOR
TYPICAL CHAIN LINK FENCE GATE
BOULEVARD
9-1/4"
VA
R
IE
S
CHAIN LINK FENCE
CARRIAGE BOLTS
5/16" DIAMETER
6"
LINE POST
FOOTING, 5000 PSI
AVERAGE CONCRETE
FINISH GRADE
FENCE POST
1/2" FOOT WASH6"
1'-0"
1/2"
OVER POST AND FIX IN PLACE WITH 2 #14 STAINLESS
SMOOTH "DOME" SHAPE. FIT POST CAP SNUGLY
CAP TOP FOR 4' HIGH CHAIN LINK FENCE TO BE A
1. POST CAP IS TO BE OF MALLEABLE IRON.
2. WALL THICKNESS SHALL BE 3/16" THROUGHOUT.
END POST CAP
2-3/8" OUTSIDE
STEEL DRIVE OR SET SCREWS.
DIA. POST
3/4" WIDE x 1/4" THICK
TENSION BARS
TENSION MEMBERS
WIRE MESH NOTE
OUTSIDE OF THE POSTS OF ALL EXTERIOR
WIRE MESH SHALL BE PLACED ON THE
TYPICAL CHAIN LINK FENCE
1/4" 2-3/8"
CHAIN LINK FENCES.
1-3/16"
1-1/4" 1"
1"
PIPE AND RAIL NOTES
CONFORMING TO ASTM A-569,
TYPE II - ALL ROUND MEMBERS SHALL BE
GALVANIZED STEEL CONFORMING
TYPE I - ALL ROUND MEMBERS SHALL BE
PIPE POSTS AND RAIL SHALL BE TYPE I
60,000 PSI.
TENSILE STRENGTH TO BE
COLD ROLLED WELDED STEEL
WEIGHT SCHEDULE 40.
TO ASTM A-120, STANDARD
OR TYPE II:
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
AS SHOWN ON SITE PLANS
6"
3'
2'-6"
BRACE
TRUSS ROD
TYP GATE POST
BOTTOM RAIL
TOP RAIL
END FITTING (SEE DETAIL)
END POST CAP (SEE DETAIL)
RAIL TO FINISH GRADE
1-1/4" FROM BOTTOM OF
TYP END
CONCRETE FOOTING
SEE SCHEDULE OF
END POST
MEMBER SIZES
TYP LINE POST
ON ALL FENCES
BOTTOM RAILS
AT TOP AND
(SEE DETAIL)
BOULEVARD
LINE TOP (SEE DETAIL)
RAIL. MAX LENGTH OF PIPE IS 21'-0".
FOR EACH LENGTH OF PIPE IN TOP
NOTE: 1. FURNISH ONE COUPLING
TOP RAIL COUPLING
1/4" DIAMETER
NESS 1/8". 1 5/8" DIAMETER
STEEL PIPE MIN THICK-
COUPLING: GALVANIZED
NOTE: MINIMUM WIDTH OF END CLAMP TO BE 2 1/4"
END FITTING
OUTSIDE DIAMETER
END POST
5/16" CARRIAGE BOLT
2-#14 STAINLESS STEEL
1-5/8" DIAMETER
DRIVE SCREWS
3"
SNUGLY OVER
FIT LINE TOP
LINE POST
NOTE: WIDTH OF LINE TOP OVAL TO BE
MIN. OF 5/8" AND A MAX OF 7/8".
LINE TOP
LINE POST
2" DIA.
1- 1/
2" 1/
2"
1-5/8" DIA. TOP RAIL
BE 3/16" THROUGHOUT
WALL THICKNESS SHALL
ALIGN INSIDE OF LINE TOP OVAL
WITH OUTSIDE "WALL" OF LINE POST
CHAIN LINK MESH MUST BE STRAIGHT
FROM LINE POST TO TOP RAIL
2-1/8"
2- 3/
8'-0"
SCHEDULE OF SIZES OF MEMBERS
SPACING
ACTUAL
OUTSIDE
DIAMETER
1.666
PIPE SCHEDULE
1-5/8""
NOMINAL
OUTSIDE
DIAMETER
4'-0"
FENCE
HEIGHT
OF
POSTS
2"
DIA OF
LINE POST
MAX.
1-5/8"
TOP RAILEND POST
2-1/2"
SPACING
1-5/8"
BOTTOM
FOOTING
2'-0"
CONCRETE
POST INTO
DEPTH OF
BLACK CHAIN LINK FENCE AND GATE
2. AT COUPLINGS AND CONNECTIONS
TO "SPECIALS" REQUIRE TWO SPOT
WELDS EACH AND HAVE THE SHARP
3. POST MATERIALS AND APPURTENANCE SHALL BE
TOP RAIL
RIVET
PIPE EDGE CORNERS
THICK
BOLT
(SEE DETAIL)
POST
KNUCKLE FABRIC
NOT TO SCALE
NOTES
PIPE EDGES ROUNDED.
3/8" THICK.
NOTE:
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION AND PADLOCK
MASTER LOCK NUMBER 12 OR EQUAL TO LOCK GATES CLOSED.
1.92"
2.3752-1/2"
CONCRETE FOOTING
(TYP.)
DROP ROD
AND CUP
RAIL TO FINISH GRADE
2" FROM BOTTOM OF
LINE POST SEE
SCHEDULE OF
SIZES OF MEMBERS
SPLIT FITTING END FITTING
MIN. THICKNESS 3/16"
TENSION
MEMBERS,
TYP (SEE
DETAIL)
"DRAIN PIPE" SIGN
(2) 3/8" PUNCHED HOLE
(TYP.)
BLUE (PANTONE
MATCHING
SYSTEM 287)
PERMANENT RIGID ALUMINUM
12"
4 1/2" 3"
PROFILE PROFILE
A
A
CONCRETE DROP STRUCTURE DETAIL
NOT TO SCALE
RIPRAP, TYP
D50 - SEE SCH
PIPE, TYP
CONCRETE
SLAB
CROSS-SECTION A-A
PLAN
PROFILE
W2
L/2
1'
3' MIN KEY
SCHEDULE OF DIMENSIONS
SOUTH BEACH
AVENUE
PIPE
8'
W1
18'
W2
20'
L
12"
T D50
W1 T
T
S = 0%
W2 W1
L
2'
12"
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QUINCY AVE 6"
QUINTARD NORTH 6"
ALL OTHERS 6"
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