Plans~7.pdf
PDF 6 MB Posted
- Solicitation number
- S-KS0043-00002129
- Issued by
- Marion County, Oregon
About this file
This is a procurement bid document from the City of Salem, Oregon, Administrative Services Department, Contracts and Procurement Division, for Bid No. 223017 soliciting T-Head Bolts and Anti-Rotation Bolts for Marion County. The procurement requires approximately 280 bolts in various sizes with delivery to the City of Salem Warehouse within 5 business days of order placement. Bids were due on March 23, 2022, at 11:00 AM local time, with virtual opening via Zoom. The contract term is 3 months beginning July 1, 2022, with the option for up to four additional one-year renewal terms. The City indicated a preference for recycled materials where feasible and requested firm pricing for the initial 3-month period with potential escalation/de-escalation provisions thereafter. The contract was awarded to Ferguson Enterprises LLC on April 4, 2022, though Pro Select submitted the lowest bid at $813.80.
The bid evaluation focused on identifying the lowest responsive bidder. Bidders were required to provide unit and total pricing for the specified bolt types and could submit product information and samples if proposing alternate products. The procurement carries no specific set-aside designations or restrictions on respondent types. The contract includes standard provisions for insurance, non-discrimination requirements, and tax law compliance. Vendors are expected to maintain appropriate insurance coverage and comply with the City of Salem's contractual requirements, including standard termination and default remedy clauses.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 223017 Bid Tabulation.pdf | ||
| 223017 Bid Manual.pdf | ||
| 223017 Notice Intent to Award.pdf | ||
| SAMPLE Goods Agreement~10.pdf | ||
| Zoom Bid Opening Instructions 3.23.22~3.docx | DOCX document |
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Text version
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NHS
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55V-055
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P M h w y e h
1"=100' Scale: Rotation: 0°
STATE OF OREGON
DEPARTMENT OF TRANSPORTATION
PLANS FOR PROPOSED PROJECT
F
O T
N E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
NO.
SHEET
ATTENTION:
The Oregon Utility Center Is (503) 232-1987.)
The Center. (Note: The Telephone Number For
You May Obtain Copies Of The Rules By Calling
OAR 952-001-0010 Through OAR 952-001-0090.
Center. Those Rules Are Set Forth In
Adopted By The Oregon Utility Notification
Oregon Law Requires You To Follow Rules
PAVING
OLD OREGON TRAIL HIGHWAY
BAKER COUNTY
MARCH 2022
T. 13 S., R. 44 E., W.M.
T. 12 S., R. 44 E., W.M.
T. 12 S., R. 43 E., W.M.
T. 11 S., R. 43 E., W.M.
T. 11 S., R. 42 E., W.M.
T. 10 S., R. 42 E., W.M.
PAVEMENT REPAIR PROJECT
I-84: PLEASANT VALLEY - LIME
A01
END OF PROJECT
I-84(006), MP 342.12
ST. HELENS
ASTORIA
TILLAMOOK
MCMINNVILLE
ALBANYNEWPORT
CORVALLIS
HOOD
RIVER
DALLES
THE
MADRAS
PRINEVILLE
BEND
COQUILLE
GRANTS
PASS
Ashland
BURNS
KLAMATH
FALLS
CONDON
MORO
PENDLETON
LA GRANDE
ENTERPRISE
VALE
Ontario
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
Athena
N. Powder
Unity Dayville
Sisters
Juntura
Frenchglen Burns Jct.
McDermitt
Paisley
La Pine
Crescent
Biggs
Lexington
Hermiston Boardman
Ukiah
Arlington
Malin
Brookings
Coos Bay
Drain
Canyonvil le
Reedsport
Oakridge
Goshen Florence
Lincoln City
Waldport
Home Sweet
Detroit Antelope
Maupin
Forest Grove
Hebo
Cannon Beach
Seaside Rainier
Milton-Freewater
Junction City
BAKER CITY
HEPPNER
Copperfield
Lake Silver
Junction CaveBEACH
GOLD
Orford Port
LAKEVIEW
CANYON
CITY
Day John
CITY
OREGON
HILLSBORO
DALLAS
Redmond
Val ley Jordan
W
26 35 197
39519
3953197
Bonanza
SHEET NO. DESCRIPTION
INDEX OF SHEETS
A01
A02
Title Sheet
Index Of Sheets Cont. & Std. Dwg. Nos.
BA02 Incl.
BA01 Thru Details
I-84(006), MP 317.65
BEGINNING OF PROJECT
BAKER CITY
HUNTINGTON
55V-055
F
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N E
MTRAPED
N
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O
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NO.
SHEET
A02
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D e f a
/2
:4
:0 y e h
1"=100' Scale: Rotation: 0°
OLD OREGON TRAIL HIGHWAY
BAKER COUNTY
PAVEMENT REPAIR PROJECT
I-84: PLEASANT VALLEY - LIME
Standard Dwg. Nos.
R/W MAP No. none
- Asphalt Concrete Pavement (ACP) DetailsRD610
- Wood Post Sign SupportsTM670
- 3 Second Gust Wind Speed MapTM671
- Perforated Steel Square Tube (PSST) Sign Support InstallationTM681
- Perforated Steel Square Tube (PSST) Anchor FoundationTM687
- Perforated Steel Square Tube (PSST) Slip Base FoundationTM688
- Temporary PSST Vane Anchor InstallationTM689
- Tables, Abrupt Edge and PCMS DetailsTM800
- Temporary Pavement MarkingsTM810
- Temporary BarricadesTM820
- Temporary Sign SupportsTM821
- Temporary Sign SupportsTM822
- Freeway SectionsTM861
- Freeway or Divided Highway Speed Reduction (Paving Operations)TM880
- Pavement Marking Standard Detail BlocksTM500
- Durable & High Performance Pavement Markings Surface & Groove Installed Non-ProfiledTM521
- Flag Board Mounting DetailsTM204
- Sign Installation DetailsTM200
- Freeway SectionsTM862
12'8' 10'12' barrier
Extg. conc.
(A Lane) (B Lane)
Extg. ground
Depth - 6"
Pavement Removal
Nom. thkn. - 3"
Level 4, ½" PG 70-28ER
ACP wearing course
Nom. thkn. - 3"
Level 4, ½" PG 70-28ER
ACP base course
I-84 (Common)
(EB)
(WB)
Cold Plane
1'
A Lane Repair
I-84 (Common)
(EB)
(WB)
Extg. ground1'
Depth - 6"
Cold Plane Pavement Removal
Nom. thkn. - 3" Level 4, ½" PG 70-28ER ACP wearing course
Nom. thkn. - 3" Level 4, ½" PG 70-28ER ACP base course
12'8' 10'12'
1' barrier Extg. conc.
(A Lane) (B Lane)
B Lane Repair
55V-055
Y
WWB
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
BAKER COUNTY
OLD OREGON TRAIL HIGHWAY
PAVEMENT REPAIR PROJECT
I-84: PLEASANT VALLEY - LIME
F O
T N
E
MTRAPED
N
O G
E R
O
N
OITATROPS
N A
R T
BA01
MARK J. KIGHTLINGER
MARK J. KIGHTLINGER
LINDSEY M. MCCULLOUGH
LINDSEY M. MCCULLOUGH
DETAILS
R
M d t_
.d g n
D e fa
/2
:4
:1 y e h
GENERAL STRIPING NOTES
To be accompanied by standard dwg. nos. TM500, TM521 & TM560.4.
All permanent striping is plural component, sprayed, grooved.3.
Match points to existing striping. Milepoint locations are approximate and shall be field verified.2.
Replace existing striping only in areas of new paving (do not paint over existing striping).1.
LEGEND
STRIPING
WB
W
Y yellow line Inst. 4" white line Inst. 4" white broken line Inst. 4"
EN
GINEER
RE
GI
S
97542PE
RENEWS: 12-31-2022
OREGON
LIN
D
SEY M.MCCULL
O U
G H
TER
EDPROFESSIONAL
JU
LY 13,2021
18" ± 18" ±
55V-055
REPAIR LOCATIONS (EB) REPAIR LOCATIONS (WB)
Extg. Conc. Barrier before application.
ACP joint. Clean and dry surface from face of barrier to 2" beyond
Double application of Fog coat, before application.
ACP joint. Clean and dry surface from face of barrier to 2" beyond
Double application of Fog coat, MP 330.74 TO MP 342.12
INSIDE SHOULDER FOG COAT TYPICAL INSTALLATION
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
BAKER COUNTY
OLD OREGON TRAIL HIGHWAY
PAVEMENT REPAIR PROJECT
I-84: PLEASANT VALLEY - LIME
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
DETAILS
BA01
MARK J. KIGHTLINGER
MARK J. KIGHTLINGER
LINDSEY M. MCCULLOUGH
LINDSEY M. MCCULLOUGH
R M d t_
.d g n
D e f a
/2
:4
:1 y e h
Additional repair areas as directed by the Engineer.4.
Extend cold plane pavement removal the minimum width to remove the extg. longitudinal joint.3.
For method of matching extg. ACP inlay surfacing, see standard dwg. no. RD610.2.
Milepoint locations are approximate and will be verified by the Engineer.1.
REPAIR AREA NOTES:
Do not apply fog coat to concrete bridge decks.2.
Milepoint locations are approximate and shall be field verified.1.
FOG COAT DETAIL NOTES:
EN
GINEER
RE
GI
97542PE
RENEWS: 12-31-2022
OREGON
L
IN
D
SEY
M.MCCULLO
U
G H
TE
RED
PROFESSIONAL
JU
LY 13,202
Effective Date: December 1, 2021 - May 31, 2022
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
1" in 5'
Feather base course Taper 1" in 5' r d .d g n
J U
L
R D
RD610
DETAILS
PAVEMENT (ACP)
ASPHALT CONCRETE
AT GRAVEL APPROACHES
METHOD OF FEATHERING ACP PAVEMENT
OR BRIDGE ENDS WHEN NOT OVERLAYING THE BRIDGE
ACP PAVEMENT MATCH AT PROJECT ENDS
METHOD OF MATCHING EXTG. ACP INLAY SURFACING
TABLE 1
METHOD A *
METHOD B *
TAPER LENGTHS
ACP wearing course
(When present)
Feather ACP base course
Extg. pvmt.
See "EDGE DETAIL"
Extg. pvmt.
wearing course thkn.
ACP unfeathered
See project plans for method.
Taper (See Table 1)
Cold plane pvmt. removal
Taper (See Table 1)
Cold plane pvmt. removal
Posted Speed Taper Length
1" per 50' 45 mph
1" per 100'> 45 mph
See "EDGE DETAIL"
Extg. pvmt.
wearing course thkn.
ACP unfeathered top ACP base course
Construct non-feathered
(See "EDGE DETAIL")
Top of ACP base, Extg. pvmt.
ACP wearing course
(When present)
Feather ACP base course
Extg. gravel surfacewearing course thkn.
ACP unfeathered
Thkn. - Var. (2" to 0)
Aggr. base
Thkn. - Var. (2" to 0)
(When present)
Asph. conc. base course
(Thkn. as shown on plans)
ACP wearing course
Extg. pvmt.
Thkn. - 2"
(When present)
ACP base course e x tg p v m t.
E d g e o f
See "EDGE DETAIL"
ACP wearing courseExtg. pvmt.
See "EDGE DETAIL"
Extg. A.C. pvmt.
Cold plane pvmt. removal
(Inlay to extg. asphalt conc. pvmt.)
not acceptable
Mill edge as shown
Nom. depth
Sawcut & seal
EDGE DETAIL
25-JUL-2017N/A
T
TM200Effective Date: December 1, 2021 - May 31, 2022
T M
.d
-8 -2
N/ACALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
SIGN INSTALLATION DETAILS
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.
01/08/2018SDR DATE
Secondary
Primary Sign
Pavement Elevation
c. For wood post support details see Dwg. No. TM670.
to avoid problems with erosion, corrosion, debris, maintenance and breakaway performance.
See Dwg. No. TM635 for more information.
a. Signing details shown on this sheet are intended to convey "typical" conditions only.
different from those shown.
For guidance regarding unique installations or exceptions call the Project Sign Designer
b. Locate breakaway supports away from ditches or Region Traffic Section.
e. For triangular base breakaway support details see
Dwg. No. TM602.
f. For multi-post breakaway support details see Dwg.
No. TM600.
Pavement Elevation than the minimum heights shown, where practical.
g. Mounting heights should not be more than 3 inches more
Guide Signs
LATERAL OFFSET
R /W l in e
R /W l in e
All Other Signs
LATERAL OFFSET
4). 8' minimum if bicycle path underneath.
2). 2' minimum if restricted R/W.
3). 20' for ramp terminals.
5). 8' minimum if secondary signs attached.
1'-0" min.1'-0" min.
See Notes (1),(2).
12'-0" min.
Dwg. No. TM681.
d. For perforated steelsquare tube support details see
h. 2" vertical spacing between all signs.
Guide Sign
MOUNTING HEIGHT
All Other Signs
MOUNTING HEIGHT
See Note (2).
6'-0" min.
See Note (2).
6'-0" min.
m in S e e N o te
S e e N o te m in m in S e e N o te
S e e N o te m e e N o te s (6
M in on both sides of post.
Verify minimum clearance Note:
or guardrail.
shoulder, curb Edge of
Fog Line or guardrail.
shoulder, curb Edge of
S e e N o te (6 m in on both sides of post.
Verify minimum clearance Note:
areas and no pedestrians underneath.
6). 5' minimum if outside clearzone, in rural from post closest to roadway.
7). For multi-post installations measure distance
Primary Sign for vertical clearance as a single sign route assemblies Treat complex
( If present) Sign(s)
Secondary Sign
General Installation Notes:
Individual locations may require installation
1). 6' minimum if behind barrier.
Notes:
30'-0" typ. See Note (3) (7).
Fog Line
T
TM204
12-10-09N/ACALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
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.
MOUNTING DETAILS
FLAG BOARD
SDR DATE
Effective Date: December 1, 2021 - May 31, 2022
T M
.d
-1
-2 o r
2"
Varies
1" thick
3/16"
SQUARE TUBING
SQUARE TUBING
OPTIONAL MOUNTING
BAR MATERIALS
*** Variable *** Variable
"C" CHANNEL WITH EXTENSION
*** Regulatory or Guide Sign
MOUNTING BAR DETAIL
2" 2"
16"
(7/16" diameter)
Mounting holes
FLAG DETAILS
sheet aluminum
1/16 " thick
REGULATORY OR GUIDE SIGN
GUIDE SIGN
(2-POSTS)
(1 POST)
2" 2"
" min.
6"
* 36" x 36" ** 48" x 48"
6" min.
1•"
/8
1•"
" thick
7/6 "4
18•" 18•"
2"
* 36" x 36" Warning Sign
** 48" x 48" Warning Sign
V a ri e s
Varies
* 4•" * 4•" ** 12‡" ** 12‡" between sign and flags.
the required vertical clearance such a manner as to provide
Mount extension to post in
Note:
bolt holes in extension and bar.
Drill holes in plate to align with
‚" to •" thick.
4"x4" square.
Gusset plate.
Stainless Steel
Note:
outside edge of sign.
no further than extends horizontally
Outside edge of flag
WARNING
…" drive rivets.
Mount flag(s) to bar using fasteners to mount bar to metal post.
Use manufacturer recommended wood post.
Use …" x 3" lag bolts to mount bar to are to be‹" diameter.
All mounting holes (to post and to flags)
Note:
Flag mounts to this face
C" CHANNELS
flags.
mounting holes on may alter location of
Use of square tubing
Note:
18•"
07/2020 Changed Min. widths for CH, TM, TM-40, and TS
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.
N/ACALC. BOOK NO. 07/01/2020SDR DATE
the current Oregon Standard Specifications.
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM500
T M
STANDARD DETAIL BLOCKS
PAVEMENT MARKING
Effective Date: December 01, 2021 - May 31, 2022
DISABLED PARKING DETAIL (white)
4" white edge line
Edge of pavement
17'
1'
20'
4"
Direction of Traffic
36° 36°
3'
4'
36° 3'
4'
LL
L
L
LL
LL
L
LLL
LL
L
TS
LL
LL
L
L
LL
4'
Direc tion o f Tra ffic
36° 3'
L
9'
3'
8" white line
1'
20'
4'
4" 8 " white line
12'12'12'
L For traversable medianL
9'
3'
L
12'
LL
1'
' 6
1'
For Centerline
DLL DLL-2
36°
36° 3'
Direction of Traffic
BYLD
L E G E N D
36°
36°
Direction of Traffic
CH
For lane lines in drop lanes
LL
For lane lines in acceleration/deceleration lanes
40'
40'
40'
10'
10'
40'
For lane extensions and bike lane extensions For lane extensionsFor lane extensions
TM-40
30'10'
8'
40'
20'
30'
10'
40' 40'
30'
30'
(Typ.)
Wheel Stop
YD
NPL
YBWB
TWL
WD-2
NPR
ND
Direction of Traffic
YLD
TM
4 " space
NDW
Thru Traffic Side
WD
D
YW-2W
2'
4" space
36°
36°
L
4" space
4" space
4"
4"
30'
4" YELLOW LINE
4" WHITE BROKEN LINE
4" space
LL
L
L
LL
LL L
L
LL
8'8'
6'6' 6'
2'2'
8'
1' space
8'
4" YELLOW BROKEN LINE
8" WHITE LINE4" WHITE LINE
10'
40'40'
8'
2'
1'
1'
1'
8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE
Yellow Line Narrow Double
Yellow Line Narrow Double
YIELD LINE (white) for field layout angle orientation for field layout angle orientation for field layout angle orientation striping plans
Lane line dimensions are shown on the Or Thru Traffic Side
Direction Of Traffic, Increasing Stationing
1' WHITE BARS AT 20' SPACING
CHEVRON BARS
BICYCLE YIELD LINE (white)
4" YELLOW LINES
NO-PASS RIGHT
Yellow Line Narrow Double for field layout angle orientation
4" white line
R o u te
A c c e s s ib le
" w h ite lin e
1' WHITE BARS AT 20' SPACING
TRANSVERSE SHOULDER BARS
4" YELLOW DOTTED LINE
4" white line
1' YELLOW BARS AT 40' SPACING
TRANSVERSE MEDIAN BARS
distance between left turn refuges exceeds 200' For use at painted medians where
Increasing Stationing Increasing Stationing
Yellow Line Narrow Double
2' (Typ.)
8" WHITE DOTTED LINE 4" WHITE DOTTED LINE
1' YELLOW BARS AT 20' SPACING
TRANSVERSE MEDIAN BARS
3' 5"
4" YELLOW LINES
NO-PASS LEFT
4" YELLOW LINES
TWO-WAY LEFT TURN
TWO 4" WHITE LINES
NARROW DOUBLE NO-LANE CHANGE
TWO 4" YELLOW LINES
DOUBLE NO-PASS
TWO 4" YELLOW LINES
NARROW DOUBLE NO-PASS
(thru traffic side )
HC
4.5' min.
min.
4.5' min.
4.5' min.
4.5'
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.
N/ACALC. BOOK NO. 07/06/2021SDR DATE
the current Oregon Standard Specifications.
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM521
T M
NON-PROFILED
SURFACE & GROOVE INSTALLED
PAVEMENT MARKINGS
DURABLE & HIGH PERFORMANCE
Effective Date: December 01, 2021 - May 31, 2022
07/2021 Changed groove width for 4 in. markings
Top of pavement
Marking Width
Thickness Material
SURFACE INSTALLED MARKINGS
Marking Length
A
Width
Marking
Thickness Material
Depth
Groove
Marking Length Taper 3 ± 1 in.
Taper 3 ± 1 in.
General Notes:
Durable Method 'A' & Method 'D'
2) See Standard Specification 00850.46 for marking installation tolerances.
1) See Standard Drawing TM500 and/or project plans for marking length and width dimensions.
B
GROOVE INSTALLED MARKINGS
B
GROOVE INSTALLED GROOVE AND MATERIAL DIMENSIONS
SECTION B - B
Var. 25 mils
Var.
Pavement Marking Material Type Thickness Material
Groove Depth
High Performance
Recess Depth
Marking Material
Pavement Marking Material Type
SECTION A - A
to top of material from top of pvmt.
Recess depth Top of pavement
Durable Method 'A' & Method 'B' & Method 'D'
25 mils High Performance
Thickness
120 mils 220 ± 20 mils 45 ± 5 mils
60 ± 10 mils
SURFACE INSTALLED MATERIAL THICKNESS
7 ± 0.125 In.
GROOVE INSTALLED GROOVE WIDTH
Groove Width
Pavement Marking Width Groove Width
Marking width + 1 ± 0.125 In.
4 In. Markings
Non 4 In. Markings 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.
Effective Date: December 1, 2021 – May 31, 2022
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM670
tm .d
-J
U L -2
T M
SIGN SUPPORTS
WOOD POST
5850 06-JAN-2017SDR DATE
"D
" 1
X
Y
Y
X
Y
Y
Z
Z
Z
No scale
No scale post. Maintain at least 6" of space around the edges of the post to accomodate compaction equipment.
22', 24', 26'.
X
5'-3" Max.
5'-6" Min.
7'-0" Min.
for 4"x6" and
Larger Posts
7'-0" Min. 7'-0" Min.
** - 0.35*X when X >= 20'.
- 7' when 15' = X 20'.< < b b b b b
"D (T y p
"D (T y p
6" Min.
(Typ.)
6" Min.
(Typ.)
85 MPH
3 Second Gust Wind Speed (TM671)
"2
2"
3"
5' - 0"
5' - 0"
7' - 0"494
Number of Posts
95 MPH
Number of Posts
Number of Posts
4' - 0"
Field
Drilled
Hole
Diameters
Post
Embedment
Depth
"D"
4" x 4"
4" x 6"
6" x 6"
6" x 8"
77 62 56
X b
A A
Not Req'd b d for diameters.
Holes. See Tables
Field Drilled
D ir e c ti o n o f
T r a v e l that the sign is attached.
Face of post
Center
Sign Area
Sign Area Center
Sign Area Center and G = 1.14.
15'-0" Min.
* - 0.6*X when X >= 12'.
105 and 110 MPH note 10) diameters. (See
See Tables for
Field Drilled Holes.
(See note 10) diameters. (Typ.)
See Tables for
Field Drilled Holes.
(See note 10) diameters. (Typ.)
See Tables for
Field Drilled Holes.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Wood posts are available in the following commercial lengths: 12', 14', 16', 18', 20', For horizontal and vertical clearances of permanent signs refer to TM200 and of
Wood post design in accordance with the 5th Edition 2009 AASHTO Standard
Use the 3 second gust wind speeds shown on TM671 for the site specific sign location.
General design parameters are Kz = 0.87, SIF (duration factor) = 1.6, Cd (sign) = 1.20, The sign width to sign height or sign height to sign width ratio shall not exceed 5.0.
Permanent signing uses an Ir = 0.71 for a recurrence interval of 10 years.
Temporary signing uses an Ir = 0.45 for a recurrence interval of 1.5 years.
Posts protected by barrier or guardrail do not require field drilled holes.
4" x 4" posts should not be used in snow plow areas.
Excavate the hole at least 12" larger in diameter than the diagonal dimension of the
Align the post in the hole to a vertical position.
The space around the wood post shall be backfilled to finished ground surface.
Backfill with selected general backfill meeting the requirements of 00330.13.
Place in layers not greater than 6 inches.
Solidly ram and tamp the layers into the excavation area around the post.
Dampen during placement if too dry to compact properly.
Replace and finish the surface around the post to match the surrounding surface.
1.
2.
3.
4.
5.
6.
7.
8.
X=15'
X=15'
X=15'
85 MPH
3 Second Gust Wind Speed (TM671)
"2
2"
3"
5' - 0"
5' - 0"
7' - 0"
Number of Posts
1 2
95 MPH
Number of Posts
1 2
Number of Posts
1 2
4' - 0"
Field
Drilled
Hole
Diameters
Post
Embedment
Depth
"D"
P O
S T S
IZ
E
4" x 4"
4" x 6"
6" x 6"
6" x 8"
Not Req'd
105 and 110 MPH
X=15'
3 3
X=15'
X=15'
244122
19698
17688
Material shall be Douglas Fir No. 1 and according to Section 02110.40.
* - Linear Interpolate X*Y*Z 3 post values for signs greater than 15' and less than 20'.
** - See note 8
* - Linear Interpolate X*Y*Z 3 post values for signs greater than 15' and less than 20'.
** - See note 9
Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic
Signals.
2/d
A A
(Typ.)
(Typ.)
A A temporary signs refer to TM822.
ELEVATION
PERMANENT WOOD POST TABLE
TEMPORARY WOOD POST TABLE
SECTION A-A
Post Embedment Installation:
General Notes:
X ≥20'X ≥20' X ≥20'
X ≥20' X ≥20' X ≥20'
Accompanied by dwgs. TM200, TM671, TM822 b x d
P O
S T S
IZ
E b x d
( X * Y * Z ) in ft³ - Maximum 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.
Effective Date: December 1, 2021 – May 31, 2022
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM671
T M
.d
-J
U L -2
T M
WIND SPEED MAP
3 SECOND GUST
06-JAN-2012SDR DATE
M A L H E U R
H A R N E Y
L A K E
C R O O K
J E F F E R S O N
D E S C H U T E S
W H E E L E R
U M A T I L L A
M O R R O W
G I L L I A M
H O O D
R I V E R
U N I O N
B A K E R
W A L L O W A
M U L T N O M A H
C L A C K A M A S
M A R I O N
C L A T S O P
T I L L A M O O K
Y A M H I L L S H E R M A N
C O L U M B I A
W A S H I N G T O N
B E N T O N
L I N C O L N L I N N
P O L K
L A N E
D O U G L A S
C O O S
C U R R Y
J O S E P H I N E J A C K S O N
K L A M A T H
G R A N T
ST. HELENS
ASTORIA
DALLAS
ALBANY
NEWPORT
CORVALLIS
OREGON
CITY
DALLES
THE
PRINEVILLE
BEND
GRANTS
PASS
KLAMATH
FALLS
PENDLETON
LA GRANDE
PORTLAND
SALEM
MEDFORD
EUGENE
ROSEBURG
BAKER
CITY
HILLSBORO
McMINNVILLE
1.
2.
3.
4.
5.
6.
7.
8.
9.
higher wind speed shall be used.
Localities may have adopted wind speed higher that shown on this map. Those
River Gorge winds shall be designated 110 mph areas.
Areas in Multnomah and Hood River counties with full exposure to Columbia
All areas with full exposure to ocean winds shall be designated 110 mph areas.
The Interval Height (Kz) is 30 ft.
special wind regions and shall be examined for unusual wind conditions.
Mountanious terrain, gorges, and ocean promontories are classified as
The mean recurrence interval is 50-Years.
The Exposure Catagory is C.
The wind velocities shown above are 3-Second Gust wind velocities.
to account for locations in the State with special wind regions.
the wind speed map shown in Figure 1609 of the 2007 Oregon Structural Code and Traffic Signals", Appendix C, Figure C-3 and Section 3, Figure 3-2. It uses
"Standard Specifications for Structural Supports for Highway Signs, Luminaires
The wind velocity map as shown is adapted from AASHTO 2001 4th Edition - See Note 8
Lattitude 45° 30'
I-84 (Hwy 6) at M.P. 229.24
OR 11 (Hwy 8) at M.P. 15.89
Longitude 118° 30'
Note 7
See
- 85 mph - 95 mph - 105 mph - 110 mph See notes
7 and 8
NOTES:
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.
Effective Date: December 1, 2021 – May 31, 2022
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM681
tm .d
-J
U L -2
T M
SUPPORT INSTALLATION
SQUARE TUBE (PSST) SIGN
PERFORATED STEEL
5752 10-JUL-2017SDR DATE
X
Y
Y
X
Y
Z
Z
X
2'-0" Min.
M a x
M a x
0.15X Min.
(Typ.)
3'-0" Max. 9'-0" Max.
X
Y
2'-0" Min.
0.15X Min.
(Typ.)
3'-0" Max. 9'-0" Max.
Z
M a x
2'-0" Min.
9'-0" Max.
No scale No scale
No scale
No scale for base type
Requirments
See Base
Center
Sign Area for base type
Requirments
See Base
Sign Area Center for base type
Requirments
See Base
Sign Area Center
3 Second Gust Wind Speed (TM671)
95 MPH
Number of Posts
79 158
105 or 110 MPH
63 126
57 114
90 180
Number of Posts
1 2
Slip
SlipSlip
231 462 185 370 167 334
261 522 209 418 189 378
Square Tube Size
2"-12 ga.
SlipSlip
Square Tube Size
2"-12 ga.
125 100
Number of Posts
85 MPH
Number of Posts
3 Second Gust Wind Speed (TM671)
95 MPH
Number of Posts
105 or 110 MPH
Number of Posts
85 MPH
Number of Posts
Anchor
Anchor
N/A
Slip
Slip
Slip
Square Tube Size
2"-12 ga.
(Typ.)
requirements.
for hole
See Note 4
Anchor
3. N/A - Do not use this option.
foundation details.
2. Slip - See Drawing TM688 for PSST slip base foundation details.
1. Anchor - See Drawing TM687 for PSST anchor
1.
2.
3.
4.
5.
6.
7.
8.
9.
12.
11.
10.
Signals 4th Edition, 2001, 2002, 2003, and 2006 interim revisions.
Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic
Perforated Steel Square Supports are designed in accordance with the AASHTO
TM671.
The design basic wind speed (3 second gust) shall be according to the wind map shown on recommendation and based on crash testing.
Material grade for base hardware connection shall be according to the manufacturer's
Steel post shall have a minimum yield stress of 50 ksi.
General design parameters are Kz = 0.87, Cd (sign) = 1.20, and G = 1.14.
Permanent signing uses an Ir = 0.71 for a recurrence interval of 10 years.
Temporary signing uses an Ir = 0.45 for a recurrence interval of 1.5 years.
The sign width to sign height or sign height to sign width ratio shall not exceed 5.0.
Posts protected by barrier or guardrail do not require slip bases.
temporary signs refer to TM822.
For horizontal and vertical clearances of permanent signs refer to TM200 and of
SINGLE POST ELEVATION TWO POST ELEVATION
THREE POST ELEVATION
PERMANENT PERFORATED STEEL SQUARE TUBE TABLE
TEMPORARY PERFORATED STEEL SQUARE TUBE TABLE BASE REQUIREMENTS
GENERAL NOTES:
"-12 ga.2 1" & 24
"-10 ga.2
"-12 ga.2
"-12 ga.2 1" & 24
"-10 ga.2
"-12 ga.2
" - 12 ga. detail.2 1" & 24
1* - See 2
Square Tube
Perforated Steel
" - 12 ga.2
Square Tube
Perforated Steel
" - 12 ga.4
"-12 ga.2 1" & 24
"-10 ga.2
"-12 ga.2
" - 12 ga. PSST.2 1length inside of the 2
" - 12 ga. PSST to extend entire 4
" diameter holes at 1" spacing on each of the 4 sides.16 7Use
" - 12 GA. DETAIL2
1" & 24
Accompanied by dwgs. TM200, TM671, TM687, TM688, TM689, TM822
Steel shall be galvanized according to ASTM A653 with coating designation G90.
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.
Effective Date: December 1, 2021 – May 31, 2022
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM687
tm .d
-J
U L -2
T M
ANCHOR FOUNDATION
SQUARE TUBE (PSST)
PERFORATED STEEL
5752 06-JAN-2012SDR DATE
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B manufacturer's recommendation and based on crash testing.
Specification 00440. The CGC mixture may be accepted at the site of placement according to 00440.14."
1' - 0"
M a x im u m granular material
Well compacted
No scale
"x12 ga.4 1"x24
"x12 ga.2 1"x22
2"x2"x12 ga.
Inside PSST
Outside PSST
Middle PSST
P S S T
In s id e
T u b e
O u ts id e
M id d le P
S S T
M in im u m
2. Anchor steel shall be hot dipped galvanized or approved equal.
4. The estimated concrete volume is .09 cubic yards.
1' - 0" granular material
Well compacted
No scale
Inside PSST
Outside Tube3
O u ts id e T u b e
M in im u m
In s id e P
S S T
"x12 ga.2 1"x22
1' - 0" granular material
Well compacted
No scale
"x7 ga.2 1"x22
Inside PSST
Outside Tube3
O u ts id e T u b e
M in im u m
2"x2"x12 ga.
3"x3"x7 ga.
In s id e P
S S T
No scale
Sign Face
Anchor
Support
Square Tube Sign
Perforated Steel
3. Footing concrete shall be Commercial Grade Concrete (fc = 3000 psi) per traffic flow.
to major or critical perpendicular
Bolt shall be
M a x im u m
M a x im u m
1. Material grade for base hardware connection shall be according to the o f
T r a v e l
D ir e c ti o
2" ANCHOR DETAIL
2" OPTIONAL ANCHOR DETAIL
" ANCHOR DETAIL2
PLAN
General Notes:
Accompanied by dwgs. TM681, TM688 flatwasher under head each way.
lockwasher under nut and
⅜" ɸ bolt w/ flatwasher and flatwasher under head each way.
lockwasher under nut and
⅜" ɸ bolt w/ flatwasher and flatwasher under head each way.
lockwasher under nut and
⅜" φ bolt w/ flatwasher and 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.
Effective Date: December 1, 2021 – May 31, 2022
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM688
tm .d
-J
U L -2
T M
SLIP BASE FOUNDATION
SQUARE TUBE (PSST)
PERFORATED STEEL
5752 06-JAN-2012SDR DATE
1. Material grade for base hardware connection shall be according to the manufacturer's recommendation and based on crash testing.
3. Footing concrete shall be Commercial Grade Concrete (fc = 3000 psi) per Specification 00440.
The CGC mixture may be accepted at the site of placement according to 00440.14.
recommendation and based on crash testing.
4. Material grade for base hardware connection shall be according to the manufacturer's
Teflon Gasket
Top Slip Base Plate
Bottom Slip Base Plate bottom slip base.
Anchor Tube welded to
3" x 3" x 7 gauge
1' - 0"
Teflon Gasket
Top Slip Base Plate
Bottom Slip Base Plate
Washer
Bolt Sleeve
Bolt Sleeve
Washer
Washer
Square Tube (PSST)
Perforated Steel bottom slip base.
Anchor Tube welded to
3" x 3" x 7 gauge
Washer
Nut Nut
No scale
No scale
2. Slip base steel shall be hot dipped galvanized or approved equal.
granular material
Well compacted
M a x im u m
No scale
Sign Face
5. All slip bases shall be pre-assembled by the manufacturer and shall be installed according to the manufacturer's instructions.
instructions.
according to the manufacturer's
Sign post shall be installed
6. Use slip bases listed on the ODOT Qualified products list or submit crash testing data,
7. Slip base details shown are not for a specific manufacturer and are only shown to convey and nut. (3 Required)
2 Sleeves, 2 flatwashers, " Bolt with 2 and 1 nut. (2 Required)
" Bolt with 2 flatwashers,8
" Bolt8
" Bolt2 installation instructions, and unstamped working drawings according to 00150.35.
general pieces of a slip base system. Specific slip base material will be acccording to the manufacturer's documentation.
o f
T r a v e l
D ir e c ti
SLIP BASE ELEVATION
SLIP BASE EXPLODED VIEW
PLAN
General Notes:
Accompanied by dwgs. TM681, TM687 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.
Effective Date: December 1, 2021 – May 31, 2022
6634 06-JAN-2017CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TM689
tm .d
-J
U L -2
T M
ANCHOR INSTALLATION
TEMPORARY PSST VANE
SDR DATE
1.
2.
3.
4.
5.
6.
7.
8.
1.
4.
5.
6.
7.
2.
3.
granular material well compacted
Backfill with
Tube
3"x3"x7 ga.
1/8" A36 Vane plate general material well compacted
Backfill with
No scale d
9"
1' - 0"
No scale
M a x dip galvanizing process.
(2/3)*D for the hot plate at (1/3)*D and same side as the vane holes in the tube on the
Drill (2) 3/8" diameter
Vane plate excavation.
through center of
Vane plate located either side of tube.
to vane plate on
Sign Face parallel
D ir e c ti f
T r a v e l
Backfill with selected general backfill meeting the requirements of 00330.13.
Solidly ram and tamp the layers into the excavation area around the post.
Excavate the hole to 6" deeper than the requried depth and backfill the bottom
Replace and finish the surface around the vane anchor to match the surrounding surface.
6" with well compacted granular material meeting the requirements of 00330.14.
Use the 3 second gust wind speeds shown on TM671 for the site specific sign location.
Reference TM681, TM687, and TM688 for additional PSST details.
PSST Vane anchor design in accordance with the 5th Edition 2009 AASHTO Standard
Use this design only for Temporary applications.
The PSST Vane anchor shall not remain permanently in place.
The temporary PSST vane anchor shall be hot-dip galvanized after fabrication.
Reference TM822 for temporary sign placement.
General design parameters are Kz = 0.87, Cd (sign) = 1.20, G = 1.14, and Ir = 0.45 for
Signals.
Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic a recurrence interval of 1.5 years.
Align the vane anchor in the hole to a vertical position.
The space around the vane anchor shall be backfilled to finished ground surface.
Place backfill in layers not greater than 6 inches.
Dampen during placement if too dry to compact properly.
installed in the 3" x 3" x 7 ga. anchor.
Requires a 2 1/2" x 2 1/2" x 7 ga. tube
Square Tube Size
2"-12 ga.
"-12 ga.2
"-10 ga.2
"-12 ga.2 1" & 24
2'-6"
3'-0"
3'-0"
3'-6" d
PLAN
DEPTH REQUIREMENTS
VANE ANCHOR DETAIL
General Notes:
Post Embedment Installation:
Accompanied by dwgs. TM200, TM671, TM681, TM687, TM688, TM822 for 3/8"φ bolt 7/16"φ holes panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:construction_warning.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0panelSizes:constructPanelMode:0constructPanels:36|24|18
Freeway
Use aggregate wedge when abrupt edge is 2 inches or greater.
four feet wide protect longitudinal abrupt edge as shown.
When paved shoulders adjacent to excavations are less than shoulder, as far as practical.
Place cart / generator / power supply off of the on 10' spacing.
Use six tubular markers in shoulder taper outside shoulder, where practical.
Install Flagger Station Lighting beyond the
2" or GreaterExtg. pavement aggregate base rock
Shoulder or message sign (PCMS)
Portable changeable
20'
100'
4' B(III)R
Temp. Plastic Drums
Lighting
Flagger Station
50'
10'
Markers
28" Tubular
Place roll-up signs in advance of barricades.
plaques to the sign face using hook and loop fasteners.
If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.
Continue signing and other traffic control devices
"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.
8' B(III)R barricades with 8' B(III)L barricades and replace the
If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.
or other roadway work. Use abrupt edge signing for longitudinal
Abrupt edges may be created by paving, operations, excavations
GENERAL NOTES FOR ALL TCP DRAWINGS:
for max. spacing.
See TCD Spacing Table
Temp. Plastic Drums for max. spacing.
See TCD Spacing Table
28" Tubular Markers
UNDER TRAFFIC
UNDER CONSTRUCTION
TM09-01 01-JUL-2021
EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION
PORTABLE CHANGEABLE MESSAGE
LIGHTING DELINEATION
FLAGGER STATION
Sl. 1:3
TAPER TYPES & FORMULAS
TEMPORARY BARRIER FLARE RATE TABLE
TAPER FORMULA
Merging (Lane Closure)
Shifting
Shoulder Closure
Flagging (See Drg. TM850)
Downstream (Termination)
"L"
"L"3 1"L"/3 or
50' - 100'
Varies (See Drawings)
"L"2 1"L"/2 or the Speed from the Tables below:
Use Pre-Construction Posted Speed to select
For Lane closures where W < 10', use "L" value for W = 10'.
Limit spacing adjustments to 30% of the "A" dimension for all speeds.
When necessary, sign spacing may be adjusted to fit site conditions.
Place traffic control devices on 10 ft. spacing for intersection and access radii.
NOTES:
SPEED (mph) MINIMUM FLARE RATE
M I N I M U M L E N G T H S T A B L E
"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted
20:1
19:1
18:1
16:1
14:1
12:1
10:1
9:1
8:1
FREEWAYS
SPEED (mph) W = 12 W = 14 W = 16
TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE
20 - 30
35 - 40
45 - 55
60 - 70 700
100 100
15001000 2640
100 20
Device Spacing (ft)
Max. Channelizing Sign Spacing (ft) SPEED (mph)
A B C
CW21-8A
(As noted)
36x18
C W
(Mount on TSS)
(As needed)
42x18
CW21-8C
OR
C
W
Plaques
CW21-9
Abrupt edge
8' B(III)R 8' B(III)R
mi.4 1 mi.4
1 mi.4
EDGE
ABRUPT
RIGHT
LEFT
(Roll-up sign)
(As needed)
EDGE
ABRUPT 32x11
32x11
32x11
CENTER
RIGHT
LEFT
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
PCMS DETAILS
TABLES, ABRUPT EDGE AND
TM800
T M tm .d
JU
L
10≤ W
30≤
W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using
2 To be accompanied by Dwg. Nos. TM820 & TM821.
Combine drawing details to complete temporary traffic control for each work activity.
Do not locate sign supports in locations designated for bicycle or pedestrian traffic.
High speed highways have a pre-construction posted speed of 45 mph or higher.
Low speed highways have a pre-construction posted speed of 40 mph or less.
All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.
All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".
background of all temporary warning signs.
Use flourescent orange sheeting for the
All signs are 48" x 48" unless otherwise shown.
to indicate traffic movements.
Arrows shown in roadway are directional arrows sequential arrow boards.
Place a barricade approx. 20' ahead of all shown are the minimum required.
Signs and other Traffic Control Devices (TCD)
SDR DATE
TYPICAL ABRUPT EDGE DELINEATION
Smart Work Zone Systems
Portable Traffic Signals
Detail as shown is used for trailered and non-crashworthy components of:
barricade may be omitted when PCMS is placed behind a roadside barrier.
Use six drums in shoulder taper on 20' spacing. The drums and
Left shoulder, use Type B(III)L
Right shoulder, use Type B(III)R
Use the appropriate type of barricade panels for PCMS location.
Install PCMS beyond the outside shoulder, when possible.
gineer.
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-
Effective Date: December 1, 2021 – May 31, 2022
Two-lane, two-way centerlines.
For projects in place through winter months.
Freeway or multilane shifts and crossovers.
To prohibit lane changes or passing (include appropriate regulatory signs).
TYPICAL APPLICATIONS:
pvmt. markers temp. reflective 4" wide stripes
10' pvmt. markers temp. reflective 4" wide stripe
10'
10 ft. x 4 in. stripe
40'
15' 15'
40' pvmt. markers temp. reflective
(Supplemented double solid lines) (Supplemented solid line)
TYPICAL APPLICATIONS: TYPICAL APPLICATIONS:
For projects in place through winter months.
High ADT 2 lane roads (greater than 10,000).
Freeway and multilane broken lines.
For projects in place through winter months.
To discourage lane changes in multilane sections.
Alignment shifts or crossovers.
(Supplemented broken lines)
TYPICAL APPLICATIONS:
(Simulated broken lines)
30'
40'
Temp. reflective or flexible pvmt. markers
5'
5'
GENERAL NOTES FOR ALL DETAILS:
Pavement marking colors shall conform to the MUTCD.
placed in a pattern to substitute for a painted line.
Simulated lines are Reflective Pavement Markers with Reflective Pavement Markers.
Supplemented lines are painted lines enhanced required for one-way traffic or edge lines.
2. White Mono-Directional Pavement Markers are are required for Two-Way Traffic.
1. Yellow Bi-Directional Pavement Markers
When using Supplemented or Simulated lines:
spacings.
pvmt. markers on 10'
Double temp. reflective
8" wide stripe
(Supplemented solid 8" line)
Alignment splits (bifurcations)
Gore areas
TYPICAL APPLICATIONS:
2 lane, 1 way alignments on freeways or multi-lane highways.
2 lane, 2 way centerlines.
To prohibit lane changes or passing (include appropriate regulatory signs).
TYPICAL APPLICATIONS:
(Supplemented wide double solid lines)
40' pvmt. markers temp. reflective 4" wide stripes
Temp. reflective pvmt. markers
10'
TYPICAL APPLICATIONS:
Edge lines for short durations, less than 14 days.
To discourage lane changes in multilane sections.
Alignment shifts or crossovers.
N/A 01-JUL-2020
LAYOUT "A" LAYOUT "B" LAYOUT "C" LAYOUT "D"
LAYOUT "G"LAYOUT "F" CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TEMPORARY PAVEMENT MARKINGS
TM810
T M tm .d
JU
L pavement markings cannot be placed within two weeks.
Emulsified asphalt surface treatments (chip seals) where permanent
HMAC intermediate surfaces.
During staging on finished/existing surfaces.
2" space
2" space
SDR DATELAYOUT "E"
(Simulated Solid Lines) gineer.
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
LC
CL
CL
CL
sheeting on rail encapsulated lens
White and orange
Extg. ground
" 6 m m in m in m in
V a r
4' min. - 8' max.
m in
V a r m in
"6 m in
24" min. - 48" max.
sheeting on rail encapsulated lens
White and orange
Extg. groundExtg. ground sheeting on rail encapsulated lens
White and orange
M in
V a r
"6
24" min.
direction toward which traffic must turn in detouring.
it is desirable that the stripes slope downward in the
Where a barricade extends entirely across a roadway, at an angle of 45° in the direction traffic is to pass.
Markings for barricade rails shall slope downward directions from the center of the barricade.
slope the chevron striping downward in both
Where both right and left turns are provided for, local road users.
across roadway unless access is required for may be used. Extend barricades completely
For full roadway closures, the C or LR barricade
NOTES:
Traffic Traffic
(For approaching traffic)(For approaching traffic)
(For approaching traffic)
Traffic
(For approaching traffic)
Traffic
01-JUL-2020N/A
BARRICADE RAIL LAYOUT
DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING
BARRICADE NOTATION
B(III)R
LT. SIDE - L
CLOSED - C LT. / RT. - LR
RT. SIDE - R
TYPE I TYPE II TYPE III
CALC. BOOK NO.
NOTE:
REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
TEMPORARY BARRICADES
TM820
T M tm .d
JU
L the current Oregon Standard Specifications
All material and workmanship shall be in accordance with is signed according to the TCP. See Dwg. No. TM844.
closed and a temporary pedestrian accessible route (TPAR)
Do not place barricades in sidewalks unless sidewalk is facility is properly closed and signed.
Do not block bike lanes or shoulders unless the space is limited.
Use 4' Type III barricades where horizontal
Use barricades from ODOT Qualified Products List (QPL).
Rails must be 8" min. to 12" max. in height.
For rails less than 36" long, 4" wide stripes shall be used.
from barricade.
Ballast shall not extend above bottom rail or be suspended may be placed on lower frame to provide additional ballast.
Sandbags (approximately 25 lb sack filled with sand)
GENERAL NOTES FOR ALL DETAILS:
DATE
Barricade type
Barricade on the roadway
Indicates barricade placement
SDR DATE
gineer.
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
4"x 4"x 12'
2 - 2"x 4" @ 45° angle
2"x 6"x 37"
36"
Sandbags per side (typ.)
lag screw
"x 3"8 31 -per side (typ.)
" dia. bolts8 32 -screw per side (typ.)
"x 3" lag 8 31 -per support (typ.)
"x 3" lag screws8 32 -
"x 37"2 1"x 54 sign (typ.)
48"x 48" sign area of 20 sq. ft. or less.
Use Double Post TSS for a total
NOTES:
per support (typ.)
2 - 3/8" dia. bolts per support (typ.)
2 - 3/8" dia. bolts
4 - 2"x 6"
40"
"2 12 - 4"x 4"x 5
NOTES:
2' - 8" Sandbags
2' - 6"
A
"4
" - 12 ga. PSST2
" - 12 ga. x 4" PSST Stub2
PSST Stub
" - 12 ga. x 4" 2 12 A
See DETAIL A
" - 12 ga. PSST4
" - 12 ga. PSST4 sign (typ.)
48"x 48" per support (typ.)
" dia. bolts8 3Two, support (typ.)
joining brace and
" dia. bolt 8
NOTES:
1 - 2"x 4"
1 - 4"x 4"x 4"
2 - 2"x 4"
1 - 4"x 4"x 4"
1- 2"x 4" 40"
Sandbags lag screws
"x 4"8 34 -
4"x 4"x 10'
"x 3" lag screws8 32 -
2"x 4"x35" @ 45° angle
2"x 4"x 6"
"x 3" lag screws8 32 -
"x 4" lag screws8 34 -
" dia. bolts8 31 -
" dia. bolts8 31 -
" dia. bolts8 32 -
" dia. bolts8 31 -sign (typ.)
36"x 36"
" dia. bolts8 32 -
TEMPORARY SIGN SUPPORT GENERAL NOTES:
Sheeting
Retroreflective
Sheeting
Retroreflective
" Sheeting
Retroreflective
(m in and Right sides)
Sheeting (Left
Retroreflective
NOTES:
SIGN POST REFLECTIVE SHEETING PLACEMENT
Sheeting
Retroreflective Sheeting
Retroreflective
N/A 01-JUL-2020
TM821
T M signs. Do not mount signs on Type II or III Barricades.
Use Single Post TSS for mounting "Business Access" (CG20-11)
Use Single Post TSS for a total sign area of 12 sq. ft. or less.
CALC. BOOK NO.
the current Oregon Standard Specifications
All material and workmanship shall be in accordance withNOTE:
DATE REVISION DESCRIPTION
OREGON STANDARD DRAWINGS
tm .d
JU
L
TEMPORARY SIGN SUPPORTS
Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.
for wood post TSS's. Use 2" wide sheeting for PSST TSS's.
Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.
Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary…
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