Attachment_3_A85_Chain_Link_Fence.pdf
PDF 296 KB Posted
- Attached to
- Happy Camp Airport WC Security Improvements Federal contract opportunity
- Solicitation number
- 129AC719Q0039
About this file
Attachment 3
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_2_SF30.pdf | ||
| 4._Amendment_1a.pdf | ||
| Attachment_6_Camera_Plan.pdf | ||
| Attachment_5_A85B_Chain_Link_Fence_Details.pdf | ||
| Attachment_7_Davis_Bacon.pdf | ||
| Attachment_2_Fence&Light_Plan.pdf | ||
| 3._Solicitation_129AC719Q0039.pdf | ||
| Attachment_4_A85A_Chain_Link_Fence_Details.pdf | ||
| Attachment_1_Vicinity_&_Location_Maps.pdf |
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Text version
COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET TOTAL
SHEETS
PLANS DATE
No.
Exp.
R E
G I
S T
E R
E
D
P
ROFESSIONA
L
E
N G I
N E
E R
S
T A
TE OF CALIF
ORN
IA
REGISTERED CIVIL ENGINEER
CIVIL
Dist No.
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CHAIN LINK FENCE
FENCE LOCATION
FREEWAYS
HIGHWAYS
OTHER
CORNER POST
R/W R/W
HIGHWAY
M a x
1'-0"
1'-0"
10'-0" Max10'-0" Max
10'-0" Max
10'-0" Max
10'-0" Max
10'-0" Max
10'-0" Max 10'-0" Max
LINE POST
TENSION WIRES
BRACE
BRACE
LINE POST
TRUSS RODS
LINE POST
TENSION WIRES
LINE POST
TRUSS RODS
BRACE
LINE POST
BRACE
LINE POST
TENSION WIRES
DIAGONAL BRACE
STRETCHER BAR
LINE POST
CONCRETE
CONCRETE
CHAIN LINK FENCE ON SHARP BREAK IN GRADE
RODS
TRUSS
RODS
TRUSS
(SEE NOTE 5)
DETAIL PLANS
OR SHOWN ON
6" OR AS SPECIFIED
(SEE NOTE 5)
DETAIL PLANS
SHOWN ON
SPECIFIED OR
6" OR AS
RODS
TRUSS
VERTICAL STAY
LATCH POSTGATE POST
HORIZONTAL BRACE WITH
BRACE
LINE POST
STRETCHER BAR
TENSION WIRES
LINE POST
CONCRETE
TRUSS TIGHTENERS, Typ
TURNBUCKLE OR
…" TRUSS RODS
Braced line post at intervals not exceeding 1000'
BRACED LINE POST
BRACED LINE POST INSTALLATION
WITH TRUSS RODS
HORIZONTAL BRACE
DIAGONAL BRACE OR
C l r
USED AS AN ALTERNATE TO A DIAGONAL BRACE
HORIZONTAL BRACE WITH TRUSS ROD MAY BE
2.
3.
4.
5.
1.
6.
NOTES:
Options exercised shall be uniform on any one project.
Specifications may be used upon approval.
Other sections which comply with the strength requirements and other provisions of the the specifications. Larger or heavier post and brace sizes may be used upon approval.
The table to the right shows minimum sized posts and braces complying with
Sections shown in the tables must also comply with the strength requirements and other provisions of the Specifications.
Offset to be 2'-0" at monument locations, measured at right angles to R/W lines. Taper to achieve offset to be at least 20'-0" long.
B
B
DIMENSIONS TABLE
TYPICAL MEMBER
DEPTH "D" PER
DIMENSIONS TABLE
TYPICAL MEMBER
DEPTH "D" PER
DIMENSIONS TABLE
TYPICAL MEMBER
DEPTH "D" PER
DIMENSIONS TABLE
TYPICAL MEMBER
DEPTH "D" PER
POST ASSEMBLY
END AND CORNER
WITH MINIMUM OF 8"
CROSS SECTION OF POST
3 TIMES MAXIMUM
NOT LESS THAN
DIMENSIONS TABLE AND
PER TYPICAL MEMBER
FOOTING WIDTH "B"
SECTION OF POST WITH MINIMUM OF 8"
LESS THAN 3 TIMES MAXIMUM CROSS
MEMBER DIMENSIONS TABLE AND NOT
FOOTING WIDTH "B" PER TYPICAL
10'-0" Max 10'-0" MaxGATE
CHAIN LINK GATE INSTALLATION
DIMENSIONS TABLE
TYPICAL MEMBER
DEPTH "D" PER
B
TYPE CL-6 = 6'-0" FABRIC
TYPE CL-4 = 4'-0" FABRIC
GATE POST TABLE
DEPTH "D" PER
B
B
NO
NO
NO
NO
YES
YES
YES
YES
12"
14"
2'-6"
2'-6"
3'-0"
3'-6"
3'-0"
3'-6"
3'-6"
4'-0"
7.58
7.58
7.58
14.60
7.58
9.12
10.80
19.00
12"
12"
12"
14"
18"
20"
4.00"
4.50"
5.56"
6.63"
12"
14"
12"
12"
12"
14"
18"
20"
3.50"
3.50"
3.50"
3.50"
GATE POST
5'-0"
6'-0"
8'-0"
10'-0"
5'-0"
6'-0"
8'-0"
10'-0"
(Max)
HEIGHT
FENCE
ROUND PIPE
SLATTED B (in) D (ft)
OD PIPE
ROUND
C51902
6-30-20
(See Notes)
BRACES
TYPICAL MEMBER DIMENSIONS
ROLL FORMED
SECTION
1.35
1.35
1.85
ROLL FORMED
1.875" x 1.625"
(lb/ft)
WEIGHTOD PIPE
ROUND
(lb/ft)
WEIGHT
6'-0"
(Max)
HEIGHT
FENCE
B (in) D (ft)
SECTION
OD PIPE
ROUND
1.35
1.35
1.625" x 1.250"
1.625" x 1.250"
1.625" x 1.250"
1.625" x 1.250"
2.72
3.66
1.90"
2.38"
3.662.38"
5.802.88"
3.662.38"
2.38"
2.38"
2.88"
N/A
5.80
3.66 N/A
3.66 N/A
N/A
1.875" x 1.625"
3.250" x 2.500"
3.250" x 2.500"
N/A
N/A
N/A
N/A
2.40
4.50
4.50
2.72
3.66
5.80
7.58
9.12
1.90"
2.38"
2.88"
3.50"
4.00"
4.50"
5.56"
6.63" 19.00
10.80
14.60
5'-0"
8'-0"
10'-0"
5'-0"
6'-0"
8'-0"
10'-0"
NO
NO
NO
NO
YES
YES
YES
YES
2'-6"
2'-6"
3'-0"
3'-6"
3'-0"
3'-6"
4'-0"
3'-0"
14"
12"
12"
14"
18"
20"
8"
10"
SLATTED
LINE POSTS
ROUND PIPEROUND PIPE
WIDTH AS SPECIFIED
Larger sizes may be used upon approval.
Above post dimensions and weights are minimums.gate greater than 8'-0" in width.
Vertical Stay is required in middle of
Maximum Gate Width is 12'-0"
Valizadeh M. Reza
See Standard Plan A85B for Brace, Stretcher Bar, and Truss Tightener Details.
(lb/ft)
WEIGHT
GROUP 1A
(lb/ft)
WEIGHT
GROUP 1C
5.71
5.71
5.71
5.71
6.56
(lb/ft)
WEIGHT
(lb/ft)
WEIGHT
GROUP 1CGROUP 1A
(lb/ft)
WEIGHT
(lb/ft)
WEIGHT
GROUP 1CGROUP 1A
2.28
3.12
4.64
5.71
6.56
2.28
3.12
4.64
3.12
3.12
3.12
3.12
4.64
APPROVAL
NO SCALE
All Rights Reserved c 2018 California Department of Transportation
R
V I S
D
S T
A N
D A
D
P L
A N
S
P
A
REVISED STANDARD PLAN RSP A85
2-1-18
TO ACCOMPANY PLANS DATED
DATED MAY 31, 2018 - PAGE 140 OF THE STANDARD PLANS BOOK DATED 2018.
RSP A85 DATED OCTOBER 19, 2018 SUPERSEDES STANDARD PLAN A85
October 19, 2018
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