00017513 Exhibit 6 Plans.pdf
PDF 2 MB Posted
- Solicitation number
- S-73000-00017513
- Issued by
- Lane County, Oregon
About this file
This file contains exhibit plans for a state and local contract opportunity issued by the Oregon Department of Transportation (ODOT) for Lincoln County. The project involves improvements to US 101 (Oregon Coast Highway) between NW 16th Street and SW Bayley Street in Newport, Oregon. The scope of work includes installation of temporary construction traffic control measures, illumination, permanent signing, and additional incidental work as specified in the contract documents. The plans document signing installations at nine locations along the project corridor (mileposts 139.52 through 141.15), with detailed specifications for sign types, materials, and support systems. Permanent pavement markings include thermoplastic striping, crosswalks, stop bars, and reflective pavement markers distributed across multiple intersection locations. The project also requires removal of existing pavement markings and signs where specified.
The plans were prepared by the Oregon Department of Transportation with design oversight by Christina LaFleur, P.E., and include comprehensive technical details referencing Oregon Department of Transportation standard drawings and specifications. Sign materials include wood and perforated steel square tube supports with stainless steel clamps, while pavement marking specifications call for thermoplastic installation per special provisions sections 00225, 00856, 00865, and 00867. The project milepoint range of 139.52 to 141.15 encompasses eight primary work areas at identified intersections along the Oregon Coast Highway corridor. All plan sheets were finalized in May and July 2026, with exact locations for sign installations to be field-verified and directed by the project engineer.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00017513 Sample Contract PI.docx | DOCX document | |
| 00017513 Invitation To Bid PI.docx | DOCX document | |
| 00017513 Att A Form A-2 Bid Pricing Form.Revised.xlsx | XLSX spreadsheet | |
| 00017513 Addendum 1.docx | DOCX document | |
| 00017513 Exhibit 5 Specifications.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
For the best experience, open this PDF portfolio in
Acrobat X or Adobe Reader X, or later.
Get Adobe Reader Now!
http://www.adobe.com/go/reader
2026-08-21T09:46:47-0700
HARRISON Robert
SHEET NO. DESCRIPTION
SIGNING
INDEX OF SHEETS, CONT.
ROADWAY DETAILS
ADMINISTRATION
FEDERAL HIGHWAY
DIVISION
OREGON
PROJECT NUMBER
NO.
SHEET
SEE SHEET A01
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LINCOLN COUNTY
OREGON COAST HIGHWAY
SW BAYLEY ST (NEWPORT) PROJECT
US101: NW 16TH ST TO
A02http://www.oregon.gov/ODOT/Engineering/Pages/Standards.aspx
Standard Drawings located on the web at:
F
O T
N E
MTRAPED
G
R
OI
ATROPS
A
Tables, Abrupt Edge and PCMS Details- TM800
Temporary Barricades- TM820
Temporary Sign Supports- TM821
Temporary Pedestrian Accessible Routes- TM844
Intersection Work Zone Details- TM841
Non-Freeway Multi-Lane Sections-TM851
Standard Dwg. Nos.
Sign Installation Details- TM200
Miscellaneous Sign Placement Details- TM201
Breakaway Sign & Luminaire Supports - Support Location Guidelines- TM635
3 Second Gust Wind Speed Map- TM671
Sign Attachments- TM676
Sign Mounts- TM677
Perforated Steel Square Tube (PSST) Sign Support Installation- TM681
LA01, LA02 Signing Plan
Sign DetailsLB01
LC01 Sign & Post Data Table
PERMANENT PAVEMENT MARKINGS
QA01 Pavement Marking Details
QB03 Incl.
QB01 Thru Pavement Marking Plan
QC03 Incl.
QC01 Thru Pavement Marking Removal Plan
Pavement Marking Standard Detail Blocks- TM500
Pavement Marking Standard Detail Blocks- TM503
Durable & High Performance Pavement Markings Surface & Groove Installed- TM521
Intersection Pavement Markings (Crosswalk, Stop Bar & Bike Lane Stencil)- TM530
Alignment Layout: General- TM560
Alignment Layout: Left Turn Lane, Centerline & Medians- TM561
59V-071
Perforated Steel Square Tube (PSST) Slip Base Foundation- TM688
No R/W Map
Street Name Sign Layout- TM223
R_M25068_ts_01.dgn :: A02 5/29/2026 7:59:03 AM hwye80q
B
C
S
H
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:CADD Tech:
Designer:
SHEET NO.
Reviewer:
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
N/A
139.52-141.15
SIGNING PLAN
Vanessa C. Cid
Christina LaFleur, P.E.
Sophia Ginsbach
NOTE:
determined in the field.
are approx. with exact locations to be
The locations of sign installations shown directed by the Engineer.
remain in place unless otherwise
Existing signs not shown are to
Rotation: 270.00° Scale: 1" = 50'
1. See Sheet LB01 for Sign Details.
LEGEND
Install new sign (N) on new (M) sign support
Remove existing sign (N)
Remove existing sign (N) and (M) sign support
Install new sign (N)
N = Sign Number
Material options:
M = Material
W = Wood Sign Post
ST = Perforated Steel Square Tube Sign Support
SSC = Stainless Steel Clamp
Maintain and protect existing sign (N) and support
M
RXN
RXN
M
ST
RX2
SSC
RX8
ST9
EX1
RX7 4
EX3
EXN
LA01
S-23540ACCOMPANIED BY DWGS.:
TM688
TM671, TM676, TM677, TM681,
TM200, TM201, TM223, TM635,
TN_M25068_snps_01.dgn :: Default 5/29/2026 7:59:11 AM hwye80q
MP 139.52
US101 AND NW 15TH ST
MP 139.90
US101 AND NE 10TH ST
MP 140.23
US101 AND NW 3RD ST
US101 (OREGON COAST HWY)
W w
D
US101 (OREGON COAST HWY) US101 (OREGON COAST HWY)
RE
GI
ERE
D PROFESSIONALEN
GINEER
V. 13, 2
IS
INA L. L
L
U
87,105
RENEWS: 12-31-2026
2026-05-29T09:11:00-0700
LAFLEUR Christina L
SIGNING PLAN
Rotation: Varies Scale: 1" = 50' determined in the field.
are approx. with exact locations to be
The locations of sign installations shown directed by the Engineer.
remain in place unless otherwise
Existing signs not shown are to
2. See Sheet LA01 for Legend.
1. See Sheet LB01 for Sign Details.
RX6
EX2
S-23541
LA02
TN_M25068_snps_01.dgn :: Default 7/17/2026 10:43:10 AM HWYE08X
MP 140.37
US101 AND W OLIVE ST
MP 140.73
US101 AND SW ALDER ST
MP 141.15
US101 AND SW BAYLEY ST
SW
9TH
Y L E
L E
COAST HWY)
US101 (OREGON
IV
US101
(OREGON COAST H
WY)
MP 140.57
US101 AND SW LEE ST
L - Signs
LA02
2026-07-17T11:10:37-0700
LAFLEUR Christina L
SIGN DETAILS
borders are existing signs.
Signs shown with broken
GS43:1
W11-2
Sign No. 1
FOR
HERE
VEHICLES
TURNING
HERE
STOP
W16-7pL
Sign No. 2 W16-7pR
Sign No. 3
R1-5b
Sign No. 4
Sign No. 7Sign No. 6
R10-15a
Sign No. 5
Sign No. 8
Sign No. 9
5" 29" 5"
3'-3"
4"
4"C
3"
6"C
3"
4"C
4"1
BORDER
R=1.5"
TH=1"
LB01
S-23542
TN_M25068_snps_01.dgn :: Default 5/29/2026 7:59:21 AM hwye80q
2026-05-29T09:12:25-0700
LAFLEUR Christina L
SIGN & POST DATA TABLE
LC01
S-23543
TN_M25068_snps_01.dgn :: Default 5/29/2026 7:59:25 AM hwye80q
2026-05-29T09:13:53-0700
LAFLEUR Christina L
#59V-071
PAVEMENT MARKING DETAILS
L E G E N D
5. Install (3) reflective markers on each curb. Total of (30) RPMs.
Removal of existing pavement markings shown is approximate and shall be field verfied.4.
Contact Engineer of Record for in-depth layout details.3.
All permanent pavement striping is " thermoplastic" except as noted. See Section 00225, 00856, 00865, 00867 in Special Provisions.2.
1. Match points to existing striping and milepoint callouts are approximate and shall be field verified.
GENERAL NOTES:
Inst. 8" white line
1' yellow bars at 20' spacing
Inst. transverse median bars
Inst. stop bar - large 2' white bar white bars
Inst. staggered continental crosswalk 2'
Remove extg. 4" white broken line white bars
Remove extg. staggered continental crosswalk 2'
Remove extg. standard crosswalk two 1' white bars
Remove extg. stop bar - large 2' white bar
W-2
TM
S-2
CW-SC
RX WB
RX
RX CW
RX S-2
QA01
ACCOMPANIED BY DWGS.:
TM560, TM561
TM500, TM503, TM521, TM530,
TM_M25068_stpl_01.dgn :: Default 5/29/2026 7:59:34 AM hwye80q
2026-05-29T09:14:42-0700
LAFLEUR Christina L
PAVEMENT MARKING PLAN
5. Place stop bar 46' from edge of crosswalk.
4. Place stop bar 50' from edge of crosswalk.
3. Place stop bar 30' from edge of crosswalk.
2. Place stop bar 41' from edge of crosswalk.
1. See sheet QA01 for General Notes and Legend.
Notes:
US101 AND 15TH ST
US101 AND NE 10TH ST
(3) RPMs on each end of median. Total (6) RPMs.
Install Surface Tubular Markers (6)
US 101 (OREGON COAST HWY)
CW-SCS-2
310 bars
5 bars
10 bars
See note 3
See note 2
See note 4
See note 5
120'
QB01
Rotation: -90.00° Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 5/29/2026 7:59:38 AM hwye80q
2026-05-29T09:15:24-0700
LAFLEUR Christina L
RRFB
TRASHCAN
BUSSH
ELTER
BEN
CH
MP 140.53
US101 AND SW ANGLE ST
2. Place stop bar 50' from the edge of crosswalk.
US 10
1 (O
REGON C
OAST H
4 bars
9 bars
11 bars
7 bars
60'
QB02
Rotation: Varies Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 7/17/2026 9:57:47 AM HWYE21F
2026-07-17T10:35:40-0700
LAFLEUR Christina L
P
US 101 AND SW ALDER ST
MP 140.94
US 101 AND SW ABBEY ST
4. Place stop bar 40' from the edge of crosswalk.
3. Place stop bar 35' from the edge of crosswalk.
2. Place stop bar 30' from the edge of crosswalk.
L E
S-2CW-SCTM
CW-SCS-2
12 bars
See note 3
32'
See note 4
56'
QB03
Rotation: Varies Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 7/17/2026 9:59:12 AM HWYE21F
2026-07-17T10:36:26-0700
LAFLEUR Christina L
PAVEMENT MARKING REMOVAL PLAN
See sheet QA01 for General Notes and Legend.
US101 AND 10TH ST
US101 AND 15TH ST
RX WBRX
RX S-2 RX S-2
70'
50'
82'
45'
162'
147'
150'
QC01
Rotation: -90.00° Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 5/29/2026 7:59:52 AM hwye80q
2026-05-29T09:17:56-0700
LAFLEUR Christina L
BEN
CH
US 10
1 (O
REGON C
OAST H
MP 140.53
US101 AND SW ANGLE ST
RX CW
60'32'
RX WB RX WB
50'
30'
QC02
Rotation: Varies Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 5/29/2026 7:59:56 AM hwye80q
2026-05-29T09:21:23-0700
LAFLEUR Christina L
L E
MP 140.94
US 101 AND SW ABBEY ST
US 101 AND SW ALDER ST
RX WBRX WB
RX WBRX WB
56'
31'
36'
32'
QC03
Rotation: Varies Scale 1"=100'TM_M25068_stpl_01.dgn :: Default 7/17/2026 9:59:50 AM HWYE21F
2026-07-17T10:37:11-0700
LAFLEUR Christina L
File details come from the government source that posted it. Updated .