12620 Exhibit 2 Site Plans and Standard Drawings.pdf
PDF 3 MB Posted
- Attached to
- ESB OR 58 MP 86 Stockpile Fence Project
- Solicitation number
- S-73000-00012620
- Issued by
- Jackson County, Oregon
About this file
This file contains site plans and standard drawings from the Oregon Department of Transportation, including detailed specifications for barbed and woven wire fencing installations. The documents show aerial views of a stockpile site along the Willamette Highway and detailed engineering drawings for fence construction (RD810) and fence gates (RD820).
The first aerial image shows a stockpile site with dimensions of approximately 725 feet by 50 feet adjacent to the Willamette Highway. The engineering drawings provide comprehensive specifications for three types of fencing (Type 1, Type 1-5W, and Type 2), including detailed measurements for posts, braces, wire spacing, and gate installations. The drawings include specific material requirements for both wood and metal components, with tables detailing dimensions, post spacing requirements, and material specifications. The effective dates for these standard drawings are December 1, 2024 through May 31, 2025.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 12620 RFCQ Add 1.pdf | ||
| 12620 ESB Fence Project RFCQ_Attach.pdf | ||
| 25-751 FSMC 2025-2026ODEApproved.doc | DOC document | |
| 12620 ESB Fence Project RFCQ.pdf | ||
| 12620 Prelim Bid Results.xlsx | XLSX spreadsheet | |
| 12620 ESB Fence Project RFCQ_Attach REVISED.pdf |
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Text version
Exhibit 2 - Site Plans and Standard and Drawings
Stockpile Site
RD810
FENCES
BARBED AND WOVEN WIRE
R D
.d g n
13-JAN-2020N/A
J U
L 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 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
832-6-12
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 to 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
"x2
"x22
" O.D.8
"4
2"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
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, 2024 - May 31, 2025
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
RD820
FENCE GATES
R D
.d g n
13-JAN-2020N/A
J U
L
RODS
NUMBERDOUBLE GATESINGLE GATE
Min. Avg.(in)
NOM. DIA.
(in)
NOM. DIA.
DIA. OF SMALL END (in)
(in)
NOM. SIZE
(in)
NOM. DIA.
(lb/ft)
MIN. WT.
(lb/ft)
MIN. WT.
(lb/ft)
MIN. WT.
Max.Min.
17 thru 20
12 thru 16
7 thru 11
UP thru 6
33 thru 40
23 thru 32
13 thru 22
UP thru 12
3.65
2.72
2.27
1.68
2.27
2.27
1.68
10x10
8x8
6x6
6x6
18.97
18.97
9.11
5.79
1 2
Brace(s) to be equally spaced when required (See Table)
Schedule 40 galv. steel pipe brace (Typ.)
(See Table) steel pipe frame
Schedule 40 galv.
two are required)
Truss rod (Where
(See Table)
Gate post
(See Table)
" dia.8
Truss rod, or chain link fabric
Woven wire fabric
(See Table)
Gate post
Finish grade
Gate opening (as shown on plans)
20' single gate
Max. opening 40' double gate
For length, setting and bracing details see end posts, Std. Dwg. RD810.
to be as indicated for single gate installation of the wider gate width.
At a double gate installation with unequal width gates, size of both posts
Gate posts on each side of a gate opening to be the same size.
Max. taper 1" in 4'
4. Add fence grounding as required.
3. See project plans for details not shown.
2. See Std. Dwg. RD810 for details not shown.
1. Gates shown are for use with Fence Types 1, 1-5W and 2.
GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:
GATE POSTS
GATE COMPONENTS
WOOD STEEL
STEEL PIPE BRACE
SCHEDULE 40 GALV.
STEEL PIPE FRAME
SCHEDULE 40 GALV.
(ft)
GATE OPENING ROUND SQUARE
STEEL PIPE
SCHEDULE 40 GALV.
TRUSS
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, 2024 - May 31, 2025
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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