00014943 Exhibit 2 Plans.REVISED.pdf
PDF 2 MB Posted
- Attached to
- RFP Bridge Engineering & Related Svs
- Solicitation number
- S-C00055-00014942
- Issued by
- Columbia County, Oregon
About this file
This is a design and engineering plan document prepared by the Oregon Department of Transportation for Lake County's Warner Highway (Route 431) milepost marker installation project covering milepost 0.00 to 65.28. The document, prepared by professional engineer Gabriel Fulton and reviewed by Mark Barrett, provides detailed specifications and installation plans for milepost route identifier signs along the 65.28-mile corridor. The plans include comprehensive sign details (including 10" x 27" and 10" x 36" sign dimensions), post and bracket assembly specifications, installation requirements for both conventional roads and installations at guard rail locations, and a complete sign and post data table identifying the specific location, dimensions, substrate color, support type, and mounting details for each milepost marker. The document references standard Oregon Department of Transportation drawings (TM200, TM201, TM635, TM671, TM676, TM681, TM688, TM800, and TM855) and specifies that exact sign installation locations will be determined in the field, with all existing signs not listed to remain in place unless directed by the engineer.
The sign specifications require sheet aluminum fabrication with 0.063-inch nominal thickness, white ASTM Type III or Type IV retroreflective sheeting with permanent legend and border on green retroreflective sheeting background, and conformance to Oregon Standard Specifications sections 940 and 2910 for construction. Installation requirements include post dimensions with nominal weight of 2 pounds per linear foot, bracket assemblies conforming to subsection 2910.10 of Oregon Standard Specifications, aluminum blind rivets per subsection 2910.40, and footing depths appropriate for breakaway and multi-post breakaway installations. The document notes that milepost marker mounted signs utilize unique rivet hole patterns corresponding to specific posts, with mounting holes of 5/8-inch diameter. The project encompasses sign installations spanning from milepost 49 through 61 on the eastern section, with detailed data tables (sheets LB01-LB06) providing individual sign specifications and support details for systematic replacement of existing milepost markers along the Warner Highway corridor.
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OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
SIGN DETAILS
OREGON
RE
GI
ST
ERE
D PROFESSIONALEN
GINEER
RENEWS: 12-31-2025
202 ,01 .
N
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TLUF LEI
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101581
LAKE COUNTY
WARNER HWY 431, M.P. 0.00 TO 65.28
OR140E, M.P. 0.00E TO 65.28E
SIGN DETAILS
TM676, TM681, TM688, TM800, TM855
TM200, TM201, TM635, TM671,
To be accompanied by dwg. nos.
NOTE:
determined in the field.
are approx. with exact locations to be
The locations of sign installations listed
NOTE:
directed by the Engineer.
remain in place unless otherwise
Existing signs not listed are to
MILE
SIGN "B"
SIGN "C"
See LB Sheets For Milepoint Numbers With Broken Borders Location Dependent
GENERAL NOTES:
1. SIGNS
10"x27"
1¼"
9"
10"x36"
3"
4"B
6"D
6"D
3¾"3¾" 2½"
1¼"
8½"
½"
7"
1¼"
3" 1¼"
6"D
6"D
6"D
9"
9"
3"
2" 2"
4"B
8½"
½"
7"
1¼"
3¾"3¾" 2½"
3" 3"
1½"R.
1½"R.
CONVENTIONAL ROADS
MILE
specification 00940.45(c)
(h) Border for all signs is ½" wide. This dimension supersedes ODOT Standard length on Sheet LA02. Applicable to signs mounted on milepost marker supports.
(g) The rivet hole pattern is unique for each sign and corresponds to a specific post
Specifications for Construction.
(f) Signs shall conform to sections 940 and 2910 of the current Oregon Standard
(e) �" dia. mounting holes for milepost marker mounted signs
(d) The corners of signs shall be rounded to match the border.
shall be used.
(c) The Federal Highway Administration's standard rounded capital letter alphabet sheeting background.
permanent legend and border on a green ASTM Type III or Type IV retroreflective
(b) Signs shall have white ASTM Type III or Type IV retroreflective sheeting
(a) Signs shall be fabricated from sheet aluminum with a nominal thickness of 0.063".
Holes (TYP.)
�" Dia. Mounting
1¼" ½"
1¼"
1¼" ½"
S-23088
LA01N/A
TN_MPmarker_snps_01.dgn :: LA01 8/22/2025 9:48:45 AM hwye10p
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
SIGN DETAILS
ST
ERE
202 ,01 .
N
AJ
N
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TLUF LEI
R B
A
G
101581
LAKE COUNTY
WARNER HWY 431, M.P. 0.00 TO 65.28
OR140E, M.P. 0.00E TO 65.28E
SIGN DETAILS
POST DIMENSION TABLE
A
B
C
D
E
F a b c d e a b c d e
AA
SLOT DETAIL
(3 to 5 Required)
See Post Dimension Table
Milepost Sign
SECTION A-A
Dimensions Nominal
POST DETAILS
Bend around centerline.
SignsBracket
Post
Use a bracket for each mounting hole.
BRACKET ASSEMBLY
(Use only on 2 lane roads)
Edge of shoulder
CONVENTIONAL ROADS
INSTALLATION
E d g e o f s h o u ld e r o r fa c e o f c u rb
At guard rail locations the milepost sign is to be installed back of the rail
Post
GENERAL NOTES:
1. POST AND BRACKET ASSEMBLIES
2. INSTALLATION
INSTALLATION ON MILEMARKER POST
N o rm a l e d g e o f tr a ff ic l a n e o r a u x il la ry l a n e
1" 7" 8½"
12½"
9"
13"
8'-6"
9'-3"
10'-0"
9'-0"
10'-6"
12'-0"
½"
2½" 2½" 2½"
8½"
½"½"
½
¼
0.080" Sheet Aluminum.
3 1/16"
9/16"
/1
1 1/16" 7/16"
/8
/3
1"
1"
1"
1"
1"
7"
7"
7"
7"
7"
8½"
8½"
12½"
12½"
9" 9"
13" 13"
7/32" Drill 4.
5/8" R
Milepost Sign
Signs Milepost Decreasing
Signs Milepost Increasing
* See Sheet LA01
(2' in limited R/W)
6' f (M in im u m
L e n g th slope conditions.
according to ground ** Length may vary f ** for placement, support, foundation, and mounting information.
(d) For milepost markers mounted on PSST supports see standard drawings current "Oregon Standard Specifications".
(c) Installation of the post and sign panel shall conform to subsection 840.41 of the
Standard Specifications for Construction.
aluminum blind rivets that conform to subsection 2910.40 of the current Oregon
(b) Milepost marker mounted signs shall be mounted to posts with �" diameter for sign, support, and location information.
sign in same location as previous marker. See sheet series LB
(a) Remove existing milepost marker sign and support. Install proposed current Oregon Standard Specifications for Construction.
(b) Bracket assemblies shall conform to subsection 2910.10 of the
(a) The nominal weight of the post shall be 2 pounds per lineal foot.
m in
SIGN *
(m in im u m
S-23089
LA02N/A
TN_MPmarker_snps_01.dgn :: LA02 8/22/2025 9:48:55 AM hwye10p
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
SIGN & POST DATA TABLE
ST
ERE
202 ,01 .
N
AJ
N
O
TLUF LEI
R B
A
G
101581
S-23090
LB01N/A
TN_MPmarker_snps_01.dgn :: LB01 8/22/2025 9:48:56 AM hwye10p
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
ST
ERE
202 ,01 .
N
AJ
N
O
TLUF LEI
R B
A
G
101581
S-23091
LB02N/A
TN_MPmarker_snps_01.dgn :: LB02 8/22/2025 9:49:00 AM hwye10p
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
ST
ERE
202 ,01 .
N
AJ
N
O
TLUF LEI
R B
A
G
101581
S-23092
LB03N/A
TN_MPmarker_snps_01.dgn :: LB03 8/22/2025 9:49:02 AM hwye10p
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
ST
ERE
202 ,01 .
N
AJ
N
O
TLUF LEI
R B
A
G
101581
S-23093
LB04N/A
TN_MPmarker_snps_01.dgn :: LB04 8/22/2025 9:49:05 AM hwye10p
1/ 2/ 4/
BK=BLACK NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE.
BL=BLUE THE MILEPOINTS ARE TAKEN FROM THE ODOT
BR=BROWN L = LEFT POST DIGITAL VIDEO LOG'S EXISTING MARKERS.
FY=FLUORESCENT YELLOW C = CENTER POST REMOVE EXISTING MILEPOST MARKERS AND
G=GREEN R = RIGHT POST REPLACE WITH SIGNS AS SHOWN ON SHEET LA01-LB06
O=ORANGE
P=PURPLE 3/ 5/
R=RED DISTANCE FROM EDGE OF TRAVEL LANE, MINIMUM DEPTH OF FOOTING FOR TRIANGULAR
RB=RED-BLUE FACE OF CURB, GUARDRAIL, OR BARRIER BASE BREAKAWAY AND MULTI-POST BREAKAWAY W=WHITE TO THE CENTERLINE OF FOOTING. FOR INSTALLATIONS IS FOR A 2' DIAMETER FOOTING.
Y=YELLOW ADDITIONAL INFORMATION SEE STANDARD FOR ADDITIONAL INFORMATION SEE STANDARD YG=FLOURESCENT YELLOW-GREEN DRAWINGS TM600, TM602, AND TM635 DRAWINGS TM601 AND TM602.
NOTE: L,C,R ARE LOCATIONS
OF POSTS FACING THE SIGN.
SIGN REMARKS
SIZE LENGTH
WIDTH HEIGHT
P
LY
W
OO
D
S
HE
ET
A
LU
M
IN
UM
E
XT
RU
DE
D
AL
UM
AS
TM
T
YP
E
III
o r T
YP
E
IV
AS
TM
T
YP
E
IX
O R
TY
PE
X I
AS
TM
T
YP
E
III
o r T
YP
E
IV
AS
TM
T
YP
E
IX
O R
TY
PE
X I
NO
N-
RE
FL
EC
TI
VE
PE
RM
AN
EN
T
DE
M
OU
NT
AB
LE
(T M
0-
TM
3)
2/
C
4X 5.
C 4X
7.
LENGTH
(B
AS
ED
O
N
ES
TI
M
AT
ED
L
EN
GT
H)
(M
US
T
BE
FI
EL
D
VE
RI
FI
ED
49E MP 49.03 Rt 10" 36" G W 49E 10'-0" 49E MP 49.03 Rt 10" 36" G W 49E Support Detailed for Sign 49E; Mount Opposite Sign 49E
50E MP 50.03 Rt 10" 36" G W 50E 10'-0" 50E MP 50.03 Rt 10" 36" G W 50E Support Detailed for Sign 50E; Mount Opposite Sign 50E
51E MP 51.03 Rt 10" 36" G W 51E 10'-0" 51E MP 51.03 Rt 10" 36" G W 51E Support Detailed for Sign 51E; Mount Opposite Sign 51E
52E MP 52.04 Rt 10" 36" G W 52E 10'-0" 52E MP 52.04 Rt 10" 36" G W 52E Support Detailed for Sign 52E; Mount Opposite Sign 52E
53E MP 53.04 Rt 10" 36" G W 53E 10'-0" 53E MP 53.04 Rt 10" 36" G W 53E Support Detailed for Sign 53E; Mount Opposite Sign 53E
54E MP 54.08 Rt 10" 36" G W 54E 10'-0" 54E MP 54.08 Rt 10" 36" G W 54E Support Detailed for Sign 54E; Mount Opposite Sign 54E
55E MP 55.04 Rt 10" 36" G W 55E 10'-0" 55E MP 55.04 Rt 10" 36" G W 55E Support Detailed for Sign 55E; Mount Opposite Sign 55E
56E MP 56.05 Rt 10" 36" G W 56E 10'-0" 56E MP 56.05 Rt 10" 36" G W 56E Support Detailed for Sign 56E; Mount Opposite Sign 56E
57E MP 57.05 Rt 10" 36" G W 57E 10'-0" 57E MP 57.05 Rt 10" 36" G W 57E Support Detailed for Sign 57E; Mount Opposite Sign 57E
58E MP 58.06 Rt 10" 36" G W 58E 10'-0" 58E MP 58.06 Rt 10" 36" G W 58E Support Detailed for Sign 58E; Mount Opposite Sign 58E
59E MP 59.07 Rt 10" 36" G W 59E 10'-0" 59E MP 59.07 Rt 10" 36" G W 59E Support Detailed for Sign 59E; Mount Opposite Sign 59E
60E MP 60.08 Rt 10" 36" G W 60E 10'-0" 60E MP 60.08 Rt 10" 36" G W 60E Support Detailed for Sign 60E; Mount Opposite Sign 60E
61E MP 61.07 Rt 10" 36" G W 61E 10'-0" 61E MP 61.07 Rt 10" 36" G W 61E Support Detailed for Sign 61E; Mount Opposite Sign 61E
SI
GN
B
RI
DG
E
(R ef er to
B rid ge D ra wi ng
EX
IT
N
UM
BE
R
SI
GN
S
UP
PO
RT
(T M
0, T M
5)
SIGN & POST DATA TABLE
SIGN SIGN LOCATION
4/
(TM200-TM201,
TM635)
SIGN DIMENSIONS SUB-
STRATE
COLOR 1/
LEGEND
TYPE OF SUPPORT POST FOOTING
CR
OS
SW
AL
K
CL
OS
UR
E
SU
PP
OR
T (T
M
0)
VE
RT
IC
AL
S
IG
N
M
OU
NT
S
ON
E
XI
ST
IN
G
ST
RU
CT
UR
ES
M
UL
TI
-P
OS
T
BR
EA
KA
W
AY
(T
M
0, T
M
0-
TM
1)
RO
UT
E M
AR
KE
R
FR
AM
E
(T M
8)
M
IL
E
PO
ST
M
AR
KE
R
PO
ST
(L
A0 1-
LA
BACKGROUND LEGEND
W
OO
D
PO
ST
(T
M
0-
TM
1, TM
6)
SQ
. T
UB
E
SI
GN
S
UP
PO
RT
(T M
1, TM
6, T
M
1, T
M
7-
TM
8)
TR
IA
NG
UL
AR
B
AS
E
BR
EA
KA
W
AY
(T
M
2) H
FR
AM
E
(T M
2)
BR
ID
GE
S
TR
UC
TU
RE
M
OU
NT
(R ef er to B rid ge
D ra wi ng
CA
NT
IL
EV
ER
B
UT
TE
RF
LY
(R ef er to B rid ge
D ra wi ng
ST
AI
NL
ES
S
ST
EE
L
CL
AM
P (S
SC
(T M
7)
SI
GN
AL
P
OL
E
M
OU
NT
(T
M
0)
M
AS
T
AR
M S
IG
N
M
OU
NT
(T
M
9)
CU
ST
OM
V
AR
IA
BL
E
SU
PP
OR
T
SECONDARY SIGN
(TM676 & TM678)
LOCATION
3/
MIN.
DEPTH
5/
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
LAKE COUNTY
WARNER HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 WARNER HIGHWAY (#431)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
Mark Barrett
Mark Barrett
Gabriel Fulton
Gabriel Fulton
0.00-65.28
ST
ERE
202 ,01 .
N
AJ
N
O
TLUF LEI
R B
A
G
101581
S-23095
LB06N/A
TN_MPmarker_snps_01.dgn :: LB06 8/22/2025 9:49:10 AM hwye10p
| LA01_Warner_MP_Markers_01 (1) |
| LA02_Warner_MP_Markers_01 (1) |
| LB01_Warner_MP_Markers_01 |
| LB02_Warner_MP_Markers_01 |
| LB03_Warner_MP_Markers_01 |
| LB04_Warner_MP_Markers_01 |
| LB05_Warner_MP_Markers_01_REVISED_6OCT2025 |
| LB06_Warner_MP_Markers_01 |
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