Exhibit 2 - Plans~3.pdf
PDF 721 KB Posted
- Attached to
- ESB - Ontario Fencing Repairs
- Solicitation number
- S-73000-00012144
- Issued by
- Morrow County, Oregon
About this file
This file contains Oregon Standard Drawings (RD810 and RD815) for barbed/woven wire fences and chain link fences, with effective dates of December 1, 2022 - May 31, 2023 and December 1, 2018 - May 31, 2019 respectively. The drawings provide detailed technical specifications and construction requirements for multiple types of fencing, including Type 1, Type 1-5W, and Type 2 barbed/woven wire fences, as well as chain link fence Types CL-4 through CL-6R.
The drawings include comprehensive dimensional tables, material specifications, and installation details for posts, bracing, gates, and fencing materials. Key specifications include post spacing requirements, concrete footing dimensions, wire gauges, fabric heights, and detailed diagrams showing proper assembly methods. All materials and workmanship must conform to current Oregon Standard Specifications, with commercial grade concrete required for all footings. The drawings specify that professional engineering consultation is required for implementation.
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Other files
| File | Type | Posted |
|---|---|---|
| ESB_RFCQ_279B.docx | DOCX document | |
| Exhibit 1 Technical Specifications~9.docx | DOCX document | |
| ESB_RFCQ_Attachments_279B.docx | DOCX document | |
| Insurance Exhibit.pdf | ||
| 00012144 Intent To Award.xlsx | XLSX spreadsheet | |
| Exhibit 5 - Site Photos.pdf | ||
| 00012144 Preliminary Results.xlsx | XLSX spreadsheet |
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Text version
Effective Date: December 1, 2022 - May 31, 2023
The selection and use of this
Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a
Registered Professional En-gineer.
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
SDR DATE
xxxxxxxxxxxx x x x x x xxxxx x x x x x xxxxxx x x xxx x xx x xx x x x x x x x x x x x x xxxxx x x x x x x x x x x x xxxxxxx x x x x x x x xxx xx x x x xx x xxx xxxxx x x x x x x x x x x x x x xxx x x x xx x x x x x x xx xx x x x x x x xx x x x x x x xx
B
C
WIRES
NO. OF
10"
14"
10"
12"
Type 1-5W
Type 1
1 1
SQUARE
SHAPE
a a a a b b
FENCE C SPACING
stake
1"x2"x12"
Lever r d
.d g n
J U
L
RD810
FENCES
BARBED AND WOVEN WIRE
metal posts)
(See wood or
Gate post from end of locking bar.
post and approx. 5" welded or bolted to gate
" short link coil chain4 line post material)
4'-4" (Metal
End bar Length
3" normal
Gate post
6 gauge thkn. wire loop wood line post material)
Length 4'-4" (Metal or
End bar
6 gauge thkn. wire loop
3" normal m in m in
Ground linewire loop
6 gauge thkn.
line post material) approx.2'-2" (Metal
Locking bar
Fence stays gauge wire2
6 gauge thkn. wire loop
30" (Type 2)
(33' max. for type 2 fence material)
Width as indicated on plan
5'-6" max. 5'-6" max. 5'-6" max.
3 For wooden stays, see Type 1 fence details.
2 For details not shown see fence type.
1 Match adjointing fence type.
Fence material Fence material Fence materialNOTES:
thkn. wire gauge2
Fence stays
4 or 5 barbed wires
2" min.
Ground line
Post
NOTE:
1 5'-6" 5'-6" ta b le b e lo w
F o r s p a c in g s e e for woven wire fabric.
Horizontal wires to be stapled are: single wires and a minimum of 4 wires on the ground.
Hemlock or Western Pine, spaced as shown for wire stays and to rest firmly
Stays to be 2"x2"x52" min. length, sound, untreated Douglas Fir, Western
Wooden Stays to be used in areas of heavy snowfall or snow drifts over 36".
wire fabric
Rectangular woven
1832-6-12
Design number details see Type 1 fence
For wooden stays, NOTE:
Recommendation R9-47.
Simplified Practice
U.S. Dept. of Commerce
Post2
"Barbed wire
Ground line
Unit A required at gate post.
fence line at intersection with new fence line.
Either Unit A or Units A & B are required in existing
Over 330
20-330
20 or Less
Types
1-5W &
1, A & B
A
None
FENCE
R
(ft) REQUIRED
UNITS
TABLE 1 (For wood posts)
TABLE 2
TABLE 3
3" to 4"
All Types 660' 16'-6" 7'-6" 6'-6" 4'-4" 3'-2" 2'-2" 7'-8" 9"-22"
ASTM A-7021.33 lb or U-bar
Tee Channel 3"x3"3"Line Post
Brace Rail
Brace or
"2 1to 5
"2
Other Post 4" to 7" 5"
4"
5"x5"
4"x4" Tubular
Angle
Tubular
Angle
3.19 lb b
4.1 lb "4 1"x2
1"x22
" O.D.8
"4 12"x2"x
" +/- O.D.2 min.-max. min. avg.
FENCE
max.
R P min.
L min.
L H min.
D min.
D min.
B min.-max.
X
MEMBER
SMALL END (in)
DIAMETER OF
ROUND
(in) nominal
SIZE
nominal
PER (ft)
WEIGHT
nominal
SIZE
WOOD METAL
Max. taper 1":48".
in each dimension.
Max. allowable size 1" additional
In accordance with ASTM A 702.
In accordance with AASHTO M 181.
corner post unit
End, gate or m in
12"
Brace min.
Concrete footing min.
nom. wt. 0.67 lbs
Anchor plate footing
Concrete
Brace
Line post
Intermediate end post line
Ground
Brace min.
18" min.
min.
2"
D H
L
X
B
P
R
B
X
H
L
D
12"
H D
L
22" round
20" sq. or
22" round
18" sq. or
22" round
20" sq. or
22" round
18" sq. or
2"
2"
8'-3"8'-3"
Wood brace rail steel dowel
"dia. x4"8
Wood post
Brace post thkn. wire
4 stands of 9 gauge
Brace guys Brace post
Brace rail Intermediate end post
3. For cross sectional dimensions of members see Table 3.
2. Line post spacing same as dimension P.
1. For dimensions indicated by letter see Table 2.
NOTES:
1"x2"x12" stake
Lever
8'-3" 8'-3"
R
P
H
L
D
D
L
H
Brace post
D
L
H
UNIT A UNIT B
For units required see Table 1 corner post unit(s)
End, gate or
Brace rail wire
9 gauge thkn.
4 strands of
Brace guy guy at gate posts
Additional brace line
Ground
Line post
21 21 21
GATEWAY
TYPES 1 , & 1-5W
BRACE RAIL CONNECTIONMETAL POSTS
WOOD POSTS
TYPE 2
TYPE 2TYPE 1-5WTYPE 1
7. Add fence grounding as required.
6. See project plans for details not shown.
5. See Std. Dwg. RD820 for fence gates.
4. All concrete shall be commercial grade concrete.
3. For shapes, weights and dimensions of members see Table 3.
2. Line post spacing same as dimension P.
1. For dimensions indicated by letter see Table 2.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
TABLE OF DIMENSIONS
13-JAN-2020N/A
EXHIBIT 2 - PLANS
1 1
F a b ri c h e ig h t
F bar Stretcher
TYPE
S T E
E L
S T E
E L post or corner
End, gate bar
Stretcher
Brace rail
Line post
(alternate position)
Brace rail
Ground line footing
Concrete
9" dia. min.
7 gauge
Tension wire footing
Concrete 9" dia. min.12" dia. min.
6" gate post
20" dia. min. for
" dia.8
Truss rod m in m in
10'-0" max. 10'-0" max.
600'-0" max. run fa b r ic m in
11 gauge mesh fabric 2"
Chain link
Line post
7 gauge
Tension wire
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
Ground line footing
Concrete
12" dia. min.
See general note 8
Line post
Brace rail
9" dia. min.
Stretcher bar
" dia.8
Truss rod
Intermediate end post
" dia.8
Truss rod
10'-0" max.10'-0" max.
m in m in
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
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, 9" dia. min.
line
Ground
11 gauge
2" mesh fabric
Chain link
Line post
Top rail10'-0" max.
(See gen. note 2)
" dia.8
Truss rod
10'-0" max.
600'-0" max. run m in m in m in fa b r ic
10'-0" max.
600'-0" max. run
10'-0" max. 10'-0" max.
DDD D
10'-0" max.
F a b r ic h e ig h t
F post or corner
End, gate footing
Concrete
6" gate post.
20" dia. min. for
12" dia. min.
9" dia. min.
Brace rail Line post
7 gauge
Tension wire footing
Concrete
9" dia. min.
See general note 8
11 gauge mesh fabric 2"
Chain link
Line Post
Ground line footing
Concrete
12" dia. min.
" dia.8
Truss rod
Brace rail
Stretcher bar
7 gauge
Tension wire
"2
Intermediate end post
Line postBrace rail
" dia.8
Truss rod
9" dia. min.
D 4 "1 1 1 note 2)
(See gen.
" dia.8
Truss rod end post intermediate corner or
End, gate, footing
Concrete
Stretcher bar
Ground line
Top rail
10'-0" max.
6" gate post
20" dia. min. for
12" dia. min.
9" dia. min.
footing
Concrete
9" dia. min.
See general note 8 for intermediate end post
Symmetrical about post
10'-0" max. Top rail
Line post
11 gauge
2" mesh fabric
Chain link
7 gauge wire
Tension
600'-0" max. run
D DD
See general note 8
Line post at end and corner posts.
For runs of fence of 20' or less, omit truss rod
" nom. pipe size2
Gate frame
11 gauge
2" mesh
Chain link fabric
Gate post
Stretcher bar post
Gate
" dia.8
Truss rod
Gate post bar
Stretcher line
Ground
Gate opening
(As shown on plans)
Gate opening
(As shown on plans ) does not include slat wind loading.
NOTE: For CL-8, CL-8R, CL-10 & CL-10R, the CL-6 & CL-6R hardware is minimum and
CL-5 & CL-5R
CL-4 & CL-4R
CL-6 & CL-6R
(i n
F e n c e I n d u s tr y
(i n
N o m
D ia
(i n
F e n c e I n d u s tr y
(i n
N o m
D ia
(i n
S iz e lb ft
W t.
(i n
F e n c e I n d u s tr y
(i n
N o m
D ia
GATE
SINGLE
Up thru 6
7 thru 13
14 thru 18
Up thru 12
13 thru 26
27 thru 36
322.72
4.10 x4
72 2
TOP RAILS
AND
BRACE
TUBULAR TUBULAR
LINE POSTS
H-SECTION
END POST
INTERMEDIATE
END, CORNER &
M E M B E R
TUBULAR
(ft)
GATE OPENING POSTS
GATE
TUBULAR
GATE
DOUBLE
(i n
F e n c e I n d u s tr y
(i n
N o m
D ia
T A B L E 1
TYPE
D D F
(in) nom.
(in) min.
(in) min.
CL-4
CL-5
51 4
11 8 x8
51 4
11 8
CL-4R
CL-5R
TYPE
(in) min.
D
(in) min.
D
(in) nom.
F1
GATES
TYPES CL-4 & CL-5
TYPE CL-6 TYPE CL-6R
TYPES CL-4R & CL-5R
DOUBLESINGLE
9. See project plans for details not shown.
" diamond mesh.2 1" by 52
1 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:
r d .d g n
JU
L
R D
RD815
CHAIN LINK FENCE
The selection and use of this
Standard Drawing, while de-signed in accordance with generally accepted engineer-ing principles and practices, is the sole responsibility of the user and should not be used without consulting a
Registered Professional En-gineer.
CALC. BOOK NO. BASELINE REPORT DATE
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
Effective Date: December 1, 2018 - May 31, 2019
25-JUL-2017N/A
| RD810 |
| RD815_1 |
File details come from the government source that posted it. Updated .