C-501.pdf
PDF 312 KB Posted
- Attached to
- Green Brook Segment C2 Federal contract opportunity
- Solicitation number
- W912DS-18-B-0027
About this file
C-501
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.xlsx | XLSX spreadsheet | |
| W912DS-18-B-0027-Amendment_0006.pdf | ||
| W912DS18B0027-Amendment_0005.pdf | ||
| W912DS18B0027-Amendment_0004.pdf | ||
| GB_SEG_C2_CD-106XXX_Sep172018_F.pdf | ||
| GB_SEG_C2_CD-101XXX_Sep172018_F.pdf | ||
| NJDEP_permits_for_Green_Brook_(002).pdf | ||
| 31_41_16_-_Sheet_Piling.pdf | ||
| W912DS18B0027-Amendment_0003.pdf | ||
| 09_97_02_Painting.pdf | ||
| Segment_C2_Contract_1_-_Amendment_2_-_Drawings.pdf | ||
| Segment_C2_Contract_1_-_Amendment_2_-_Specifications.pdf | ||
| W912DS18B0027-amendment0002.pdf | ||
| EC-101.pdf | ||
| Amendment_0001.pdf | ||
| Segment_C2_Contract_1_Specifications_Final.pdf | ||
| 1_-_General_(G)_Series.pdf | ||
| 5_-_Reference_Drawings.pdf | ||
| 2_-_Geotechnical_(B)_Series_(1).pdf | ||
| 4_-_Structural_(S)_Series.pdf | ||
| 3_-_Civil_Series_(C,CD,CG,EC,L,V,X).pdf | ||
| Solicitation_final.pdf |
Show all 22
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
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 of Engineers
US Army Corps
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
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
SHEET OF 164
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
C
O N
T R
A C
T N
O
U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
AMENDMENT NO. 2 - AUGUST 2018
J A
C O
B S
1/4
N.T.S.
LINE POST
CHAIN-LINK FENCE DETAIL
WIRE
BOTTOM TENSION
STEEL POST SCHEDULE
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
CORNER, END & PULL POSTS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
2.375" O.D.
FABRIC WIDTH UP TO 96"
LEAST 3 FULL TURNS
ENDS TWISTED AT
LEVELING NUT
POST
SEE TOP VIEW
STEEL BASE PLATE
GROUT
W/2W/2
W
/4
/4
(TYP.)
1 1/2"
(TYP.)
3"
1 1/2" x 3/4" (TYP.)
SLOTTED HOLE ~
POST
FOR GALVANIZING
HOLE IN PLATE
1/2" DIA. DRAIN
8" x 6"
1/2" STEEL PLATE
N.T.S.
STEEL BASE PLATE DETAIL
ELEVATIONTOP VIEW
USE AND SECTION
LINE POST
FINISHED GRADE
F A
B R
IC
W
ID
T
H
M A
X
.(TYP.)
TIE WIRES
OR PULL POST
CORNER, END,
10' - 0" MAX.
LINE POSTS TO BE EQUALLY SPACED
10' - 0" MAX.
N.T.S.
TENSION BAND DETAILATTACHMENTS DETAIL
LINE POST
TENSION WIRE
BARBED WIRE OROF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(12" O.C. MAX. AND
9-GAGE STEEL TIE WIRE
FABRIC
EACH FABRIC LINK
TENSION BAR TO ENGAGE
END OR GATE POST DETAIL
BOTTOM OF FABRIC)
FROM TOP AND
MAX. AND WITHIN 4"
TENSION BAND (12" O.C.
CARRIAGE BOLT
TENSION BAR
REQUIREMENTS
MANUFACTURER'S
PAVEMENT PER
HOLE DRILLED IN EX.
1/8" WASHER
1 1/2" O.D. x 3/4" I.D. x
5/8" DIAM. WITH
HEAVY HEX NUT
EMBEDMENT (TYP.)
BOLT 5/8" DIAM. X 5 5/8"
RESIN BONDED ANCHOR
FASTENING FENCE FABRIC TO TENSION WIRES.
POSTS. 16-GAGE, 6.5 INCH LONG, STAINLESS STEEL DOUBLE LOOP BAR TIE WIRES SHALL BE USED FOR
ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR FASTENING THE FENCE FABRIC TO FENCE 2.
CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
WIRE TIES AND POSTS SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. 1.
GENERAL NOTES:
ALWAYS VERTICAL.)
SLOPING GRADES (POSTS ARE
ON PLATES THAT ARE MOUNTED TO
(SHOWN ON TOP VIEW) AS REQUIRED
ADJUST 2 3/4" AND 4" DIMENSIONS
NOTE:
TEMPORARY CHAIN LINK FENCE
OF FABRIC
BOTTOM
1.90" O.D.
" MESH)1/4(11 1/2 GAGE, 2
CHAIN-LINK FABRIC
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
C-501
C S
F R
E D
D O
G S
T A
U D
E R
E B
E
S E
G M
E N
T C
G B S
E G C
C -5
X X
X .d g n
-S
E P -2
A
M E
N D
M E
N T N
O
G M
S /3
/1
M R
P
C O
N S
T R
U C
T
IO
N F
E N
C E D
E T
A
IL
61A
| GB_SEG C2_C-501XXX |
| References |
| PW_WORKDIR:dms02785 |
| GB_SEG C2 CONTRACT 1 border.dgn |
DESIGN, GB_SEG C2_C-501XXX.dgn, Model
File details come from the government source that posted it.