00017712 - Exhibit 6 - KlamathFalls_MP_Markers_SectionD_PSnE_FullSet.pdf
PDF 4 MB Posted
- Solicitation number
- S-73000-00017712
- Issued by
- Jackson County, Oregon
About this file
Summary
This is a design specification document and sign data table exhibit prepared by the Oregon Department of Transportation for the Klamath Falls-Lakeview Highway (OR-140, Highway 020) milepost route identifier project covering mileposts 5.53 to 96.37 in Klamath and Lake County. The document specifies the complete details for manufacturing and installing milepost markers along this highway corridor. The project requires the supply and installation of new aluminum milepost sign markers with white ASTM Type III or Type IV retroreflective sheeting on a green background, conforming to Federal Highway Administration standards and Oregon Standard Specifications for Construction sections 940 and 2910. Sign specifications include two primary designs: a 10" x 27" sign with 1-inch borders and a 10" x 36" sign with similar specifications. Installation requirements detail post assemblies with specific dimensional parameters, including bracket assemblies for two-lane roads positioned at 20 degrees from the edge of shoulder and compliance with Oregon Standard Specifications subsection 840.41. The document includes comprehensive sign and post data tables across multiple sheets (LB01-LB08) identifying specific milepost locations, sign types, and installation parameters for each marker location along the corridor.
The specification sheets were prepared by Gabriel Fulton, P.E. (License 101581, renewal date 12-31-2027), with Mark Barrett serving as checker, drafter, and reviewer. The document indicates that existing milepost marker signs and supports are to be removed and replaced with new markers in the same locations, with exact installation locations determined in the field and directed by the Engineer. The design files reference drawing number TN_Hwy020MPmarkers_snps_01.dgn with a document date of July 28, 2026, and all materials and installation methods must conform to current Oregon Department of Transportation standards and specifications for construction.
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OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
KLAMATH & LAKE COUNTY
KLAMATH FALLS-LAKEVIEW HIGHWAY
MILEPOST ROUTE IDENTIFIERS
OR-140 KLAMATH FALLS-LAKEVIEW HIGHWAY (#020)
UNIT FILE CODE
HWY:
M.P.:
DFI/TSSU NO.
F O
T N
E
MTRAPED
G
R
OI
ATROPS
A
Mark Barrett
Gabriel Fulton
5.53-96.37
SIGN DETAILS
OREGON
RE
GI
ST
ERE
D PROFESSIONALEN
GINEER
RENEWS: 12-31-2027
202 ,01 .
AJ
TLUF LEI
B
101581
KLAMATH FALLS-LAKEVIEW HWY 020, M.P. 5.53 TO 96.37
TM200, TM201, TM800, TM855
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
3¾"3¾" 2½"
8½"
½"
7"
2" 2"
4"B
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.
(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.
(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
S-23970
LA01N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LA01 7/28/2026 12:00:21 PM hwye10p
2026-07-28T12:28:03-0700
FULTON Gabriel
POST DIMENSION TABLE
C
D 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
g o f s h o u ld r fa 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
rm l g tr ff ic n x il la ry n
1" 7" 8½"
12½"
13"
8'-6"
9'-3"
10'-0"
9'-0"
10'-6"
12'-0"
2½" 2½" 2½"
½"½"
½
¼
0.080" Sheet Aluminum.
3 1/16"
9/16"
/1
1 1/16" 7/16"
/8
/3
1"
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'
(M in im m
L n g th slope conditions.
according to ground ** Length may vary f ** 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.
SIGN *
(m im
KLAMATH FALLS-LAKEVIEW HWY 020, M.P. 5.53 TO 96.37
S-23971
LA02N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LA02 7/28/2026 12:00:51 PM hwye10p
2026-07-28T12:30:01-0700
FULTON Gabriel
SIGN & POST DATA TABLE
S-23972
LB01N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB01 7/28/2026 12:01:11 PM hwye10p
2026-07-28T12:28:45-0700
FULTON Gabriel
S-23973
LB02N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB02 7/28/2026 12:01:28 PM hwye10p
2026-07-28T12:31:49-0700
FULTON Gabriel
S-23974
LB03N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB03 7/28/2026 12:01:43 PM hwye10p
2026-07-28T12:34:58-0700
FULTON Gabriel
S-23975
LB04N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB04 7/28/2026 12:02:00 PM hwye10p
2026-07-28T12:32:23-0700
FULTON Gabriel
S-23976
LB05N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB05 7/28/2026 12:02:18 PM hwye10p
2026-07-28T12:36:51-0700
FULTON Gabriel
S-23977
LB06N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB06 7/28/2026 12:02:33 PM hwye10p
2026-07-28T12:33:21-0700
FULTON Gabriel
S-23978
LB07N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB07 7/28/2026 12:02:50 PM hwye10p
2026-07-28T12:37:27-0700
FULTON Gabriel
S-23979
LB08N/A
TN_Hwy020MPmarkers_snps_01.dgn :: LB08 7/28/2026 12:03:06 PM hwye10p
2026-07-28T12:34:21-0700
FULTON Gabriel
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