35951_Exhibit B Standard Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- S-73000-00009644
- Issued by
- Marion County, Oregon
About this file
This document is the Standard Drawings for the Oregon Department of Transportation (ODOT) related to an Invitation to Bid (ITB) for Target Members (Highway Reflector Signs). The ITB seeks multiple qualified contractors to provide the target members as per the specifications and standard drawings included in this document. The standard drawings detail the requirements for traffic delineators, including spacing, reflector patterns, post types, and installation methods. Key details include the spacing tables for different delineator types, reflective sheeting and target requirements, and guidelines for placement along curves, guard rails, and barriers.
The pricing terms, set asides, incumbents, funding sources, and other commercial details are not included in this technical document. However, the standard drawings provided here would be a critical component of the ITB and necessary for prospective bidders to fully understand the product and installation requirements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 35951_Sample PA Target Members.pdf | ||
| 35951_Bidcover.docx | DOCX document | |
| 35951 Preliminary Bid Results.xlsx | XLSX spreadsheet | |
| 35951_ITB Target Members.pdf | ||
| Bid Tab~12.pdf |
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Text version
TM570
TRAFFIC DELINEATORS
T M
.d g n
06-JAN-2012N/A
J A
N
TANGENT
No t A ppl ica ble
THIRD SPACE
FIRST SPACE
REFLECTOR PATTERN TABLE
TYPE - 5
ALTERNATE 2
TYPE - 4
ALTERNATE 1
Wood post
Wood post
E d g e o f s h ld
r. o r fa c e o f c u rb
/- 3
And Target Or Post Color Of Reflector
Reflectors Number Of
On Backside And Target Or Post Color Of Reflector
On Backside Reflectors Number Of
No t A ppl ica ble Pattern
Standard
Pattern Backside
White
White
Type Color
IN ADVANCE OF & BEYOND CURVE
CURVE
ON
CURVE
OF
DEGREE
SECOND SPACE
DELINEATOR SPACING TABLE FOR TYPES 1, 1U, 2, and 4
TYPE - 1 UTYPE - 1
TARGET 3�"
STEEL POSTS
2 ¼"
2½" 3 ½"
¼
2�"
¼
¼ detail See inst.
TYPE - 3TYPE - 2
FLEXIBLE PLASTIC POSTS
" 9
(see steel post detail) U-Flange post
" 9
GUARDRAIL AREAS (WITH WOOD POSTS)
INSTALLATION DETAIL
CONCRETE BARRIER AREAS
HORIZONTAL CURVES
¼
T yp e
, 1 U
- 7 ' M in im u m
T yp e
- V a ria b le
Ground Line
Ground LineGround Line detail See inst.
plastic post Flexible
Ground Line
Ground Line
Conc. Barrier
Var., dependent on rdwy. sec.
(8 req'd.)
¼" dia. holes
54 & Higher 35 - 53 23 - 34 17 - 22 12 - 16 9 - 11 7 - 8
Lower Than 1
2"
1"
2"
1"
2"
1" for the Type 2 post Install reflective sheeting as shown as shown for the Type 1 post Install target and reflective sheeting
Reflective sheeting
¾"
¼
¼ "4
¼
¾"
1�" channelized intersections, lane reductions, emergency escape ramps and freeway crossovers.)
for spacing, layout, and reflective pattern of delineators at interchange ramps, ( Install "W-1" reflective pattern unless otherwise noted. See Standard Drawings TM575 thru TM577 used and anchorage system.
dependent upon make of post plastic posts, variable Metal posts, 2'
To be accompanied by Drg. No. TM571, TM575, TM576, and/or TM577 as specified.
color of the adjacent edge line) and reflective material shall be the (color of barrier marker Retroreflective Barrier marker
"W-2B" "W-1B"
"R-1" "B-3" "B-2" "B-1" "Y-2" "Y-1" "W-2" "W-1"
White White
Red Blue Blue Blue
Yellow Yellow White White
2nd target pattern, install reflector For "B-3"
10. Refer to TM 222 for bracket assembly details for Backside Reflector Pattern.
on one-way sections of roadway, freeways and ramps, or on radius sections.
respectively, on Type 1 steel posts. Do not install Backside Delineators are specified, substitute "W-1" and "W-2" with "W-1B" and "W-2B" where use of snow poles is not justified. When Backside Delineators
9. Backside Delineators may be used in frequently snow plowed areas
8. Offset delineators an additional 4' in areas of heavy snow removal operations.
7. Install all delineators with reflectors facing adjacent oncoming traffic.
for Type 4 Delineators.
the rail and shall be located adjacent to guard rail posts as shown
6. At guard rail locations the delineators are to be installed behind
5. On horizontal curves place delineators nearly opposite each other.
tend to hamper maintenance operations.
standards where ditches are narrow and where delineators in cut section, particularly on roads constructed to older
4. Judgement should be exercised in the installation of delineators must be exceeded.
(b) eliminate said post if limit of variation of spacing shown, or;
(a) vary placement of that post up to 25% at ramps and at intersections, either:
3. To clear driveways, crossroads etc., or for required adjustments used except where situations such as sharp horizontal curves, etc. exist.
2. On roads with less than 500 vehicle ADT, delineators are not to be
1. Spacing shall be measured along the shoulder.
GENERAL NOTES:
around cylindrical post sheeting bands wrapping 4" wide reflective
3" - 4" diameter3" - 4" wide as dir.
8' max.
2' norm.
section when tightening lag screws) Do not compress or deform circular than the diameter of the circular section.
Lag screws shall be at least 2" longer circular section plastic delineators.
(Use 2 lag screws, centered, for with 4 (¼" x 2") lag screws �" dia. holes & fasten
(Install barrier markers at 50' spacing unless otherwise noted in plans)
Place required number in sequence from top of target.
and 4 posts and Type 5 barrier mounts.
Acrylic prismatic reflectors acceptable on Type 1, 1 U, 2 unless otherwise shown.)
( 3½" x 4" reflective sheeting is an acceptable alternate 3" x 4" reflective sheeting unless otherwise shown.
REFLECTORS:
target.
For "B-3" reflector pattern, top target shall overlap bottom with�" dia. aluminum blind rivets and washers.
Aluminum sheet, nominal thickness .050". Fasten to post
TARGET:
and details.
See Standard Drawing TM571 for steel post dimensions
Type 1 U, 1.12 lb/ft.
Galv. steel, nominal weight Type 1, 2 lb/ft, POST:
NOTES:
MAX. SPACING EACH SIDE OF ROADWAY IN FEET
ROADWAY IN FEET
EACH SIDE OF
MAX. SPACING
(Min. spacing 20 feet) 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, 2023 - May 31, 2024
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
With White reflective on white side.
EXHIBIT B - STANDARD DRAWINGS
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