00014943 Exhibit 2 Plans.REVISED.pdf

PDF 2 MB Posted

Attached to
ESB OR-140 Warner Highway (#431)Milepost Route Identifiers
Solicitation number
S-73000-00014943
Issued by
Lake County, Oregon

About this file

This document is a set of sign details and installation specifications from the Oregon Department of Transportation (ODOT) for the Warner Highway (OR-140) in Lake County, covering mileposts 0.00 to 65.28. The technical drawings provide comprehensive details for milepost route identifier signs, including precise dimensions, materials, and installation requirements for signs and support posts. The specifications cover multiple sign types (Signs A, B, and C) with detailed technical specifications such as sign dimensions, materials (0.063" sheet aluminum), retroreflective sheeting requirements (ASTM Type III or Type IV), and mounting instructions.

The technical drawings include specific installation guidelines for conventional roads, with notes on sign fabrication, mounting hole patterns, border specifications, and post installation details. The documents specify that signs shall use white retroreflective sheeting on a green background, utilize the Federal Highway Administration's standard rounded capital letter alphabet, and have rounded sign corners. The installation instructions provide precise details about post dimensions, bracket assemblies, footing requirements, and specific placement guidelines, including minimum depths for footings and exact positioning relative to road edges and guardrails. The documents are dated with a renewal date of 12-31-2025 and are signed by a registered professional engineer.

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00014943 ESB_RFCQ_279C.docx DOCX document
00014943 Intent To Award.xlsx XLSX spreadsheet
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00014943 Preliminary Results.xlsx XLSX spreadsheet
00014943 ESB_Attachments_279C.docx DOCX document
00014943 Exhibit 1 Technical Specifications.doc DOC document
00014943 Addendum.1.docx DOCX document

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Text version

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

AJ

N

O

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

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

O

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

File details come from the government source that posted it. Updated .