EXHIBIT 6 - Standard Drawing - RD815.pdf
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- Solicitation number
- S-73000-00017821
- Issued by
- Coos County, Oregon
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EXHIBIT 6 - Standard Drawing - RD815
This standard drawing document, prepared for the Oregon Department of Transportation (ODOT), provides technical specifications and construction details for the ESB US101 Davis Slough Maintenance Facility Fence Upgrade project located at US 101, MP 243.2 in Coos County, Oregon. The drawing establishes the standard specifications for the installation of approximately 450 linear feet of agency-supplied chain-link security fencing to replace existing T-post fencing. The document outlines the precise construction methodology, material requirements, and dimensional specifications necessary for contractors to properly execute the fence removal and replacement work, ensuring consistency with Oregon DOT standards and project requirements.
The standard drawing serves as the authoritative reference document for all bidders and contractors undertaking this project, detailing the technical requirements, construction sequencing, and quality standards that must be adhered to during both the removal of the existing fence infrastructure and the installation of the new security fencing system. This drawing is integral to the bid package and contract documentation, as it eliminates ambiguity regarding construction expectations and provides the technical framework within which all work must be performed.
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Text version
RD815
CHAIN LINK FENCE
R D
.d g n
13-JAN-2020N/A
J U
L
1 1
S T
E E
L m in
" 4
1 1 1 for intermediate end post
Symmetrical about post
D D F
(in) nom.
(in) min.
(in) min.
CL-4
CL-5
include slat wind loading.
NOTE: For CL-6, CL-6R, CL-8, CL-8R, CL-10 & CL-10R, the hardware is minimum and does not bar
Stretcher post or corner
End, gate
Ground line footing
Concrete
Line post
" dia.8
Truss rod
Brace rail
(alternate position)
Brace rail
7 gauge
Tension wire
9" dia. min.
12" dia. min.
6" gate post
20" dia. min. for footing
Concrete 9" dia. min.
m in
10'-0" max. 10'-0" max.
600'-0" max. run f a b r ic m in
10'-0" max.
11 gauge mesh fabric 2"
Chain link
Line post
7 gauge
Tension wire
Ground line footing
Concrete
12" dia. min.
See general note 8
End and Corner Posts.
and install lower brace rail in alternate position at
For runs of fence of 20' or less, omit truss rod
Brace rail
" dia.8
Truss rod
Intermediate end post
Line post
Brace rail
" dia.8
Truss rod
Stretcher bar
9" dia. min.
m in m in
10'-0" max.
10'-0" max.
600'-0" max. run 10'-0" max.
m in m in f a b r ic
See general note 8 end post intermediate corner or
End, gate, Footing
Concrete
Bracing symmetrical intermediate end post about post for
12" dia. min.
6" gate post
20" dia. min. for
(See gen. note 2)
" dia.8
Truss rod
Ground line
Brace rail
Top rail
Stretcher bar
Line post
7 gauge wire
Tension footing
Concrete
9" dia. min.
omit truss rod at end and corner posts.
For runs of fence of 20' or less, Top rail
Line post
11 gauge
2" mesh fabric
Chain link line
Ground
9" dia. min.
m in post or corner
End, gate bar
Stretcher
Brace rail footing
Concrete
9" dia. min.
Line post note 2)
(See gen.
" dia.8
Truss rod
7 gauge
Tension wire footing
Concrete
D D
10'-0" max. 10'-0" max.
600'-0" max. run
6" gate post.
20" dia. min. for
12" dia. min.
Line Post
11 gauge mesh fabric 2"
Chain link
9" dia. min.
"2
" dia.8
Truss rod
D
F a b r ic h e ig h t
F
7 gauge
Tension wire 10'-0" max.
D
Stretcher bar Brace rail
Ground line footing
Concrete
12" dia. min.
See general note 8
9" dia. min.
bar
Stretcher
" dia.8
Truss rod
Brace rail
Intermediate end post
Line post
10'-0" max.
D 4 end post intermediate corner or
End, gate, Top rail
Stretcher bar
Ground line 7 gauge wire
Tension
Line post footing
Concrete
6" gate post
20" dia. min. for
12" dia. min.
9" dia. min. 9" dia. min.
footing
Concrete
11 gauge
2" mesh fabric
Chain link
Line post
Top rail10'-0" max.
600'-0" max. run
10'-0" max.
DD D
F a b r ic h e ig h t
F at end and corner posts.
For runs of fence of 20' or less, omit truss rod
See general note 8
(in) min.
D
(in) min.
D
(in) nom.
F
CL-4R
CL-5R
36 36
24 48
TYPE
in
F e n c e I n d u s tr y in
N o m
D ia in
F e n c e I n d u s tr y in
N o m
D ia in
S iz e l b f t
W t.
in
F e n c e I n d u s tr y in
N o m
D ia
GATE
SINGLE
GATE
DOUBLE
CL-5 & CL-5R
CL-4 & CL-4R
S T
E E
L
TYPE
CL-6 & CL-6R 8
1 4
1 8
2 2 x4
4.10 8
2 2
22.72 x8
(ft)
GATE OPENING
TUBULARH-SECTIONTUBULARTUBULAR
TOP RAILS
AND
BRACE
LINE POSTS
END POST
INTERMEDIATE
END, CORNER &
POSTS
GATE
TUBULAR
in
N o m
D ia in
F e n c e I n d u s tr y
2Up thru 12Up thru 6
7 thru 13
14 thru 18 27 thru 36
13 thru 26 4
Gate post
" dia.8
Truss rod line
Ground post
Gate
" nom. pipe size2
Gate frame
Gate opening
(As shown on plans)
Gate opening
(As shown on plans )
11 gauge
2" mesh
Chain link fabric
Gate post
Stretcher bar
See general note 8
10. Add fence grounding as required.
9. See project plans for details not shown.
" diamond mesh.2
" by 52 gauge wire woven in 3
8. Chain link fabric for the fence to be installed with pickets shall be 9
7. All chain link fabric top and bottom selvage shall be knuckled finish.
6. All concrete shall be commercial grade concrete.
See ODOT's QPL for acceptable alternates.
AASHTO M181 are acceptable alternates.
5. Posts and rails with sections not shown that meet the requirements of
4. For cross sectional dimensions of members, see Table 1.
to be as indicated for a single gate installation of the wider gate width.
double gate installation with unequal width gates, size of both posts
3. Gate posts on each side of a gate opening to be the same size. At a
2. Fittings shown are illustrative of use and not specific as to design.
1. Do not use top rail where fence can be struck by an errant vehicle.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
GATES
TYPES CL-4R & CL-5R
TYPE CL-6
TYPES CL-4 & CL-5
TYPE CL-6R
DOUBLESINGLE
M E M B E R
TYPE
T A B L E 1 the current Oregon Standard Specifications.
All materials shall be in accordance with
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
DATE
SDR
BOOK NO.
CALC.
Effective Date: December 1, 2025 - May 31, 2026
Professional Engineer.
first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with
Standard Drawing, while
The selection and use of this
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