K23548_FinalPlans_Title Sheet_C02A Sheet.pdf
PDF 641 KB Posted
- Attached to
- RFP_MID_ODOT_Uility_Relocation
- Solicitation number
- S-Q10026-00018175
- Issued by
- Oregon
About this file
This is a final plans title sheet for a construction project involving the Oregon Department of Transportation (ODOT) in Coos and Jackson Counties. The project encompasses grading, structures, paving, and guardrail work on Oregon Route 238 (Jacksonville Highway) and Oregon Route 42 at the Griffin Creek Bridges and Middle Fork Coquille River locations. The project site extends from Station "L" 211+80.19 (MP 2.75) to Station "L" 215+80.47, with Structure Number 29C269 located at the beginning of the project. Construction activities include excavation of 301 cubic yards, embankment of 16.7 cubic yards, stone embankment of 44 cubic yards, installation of Midwest Guardrail Systems in multiple configurations (Type 2A, Type 3, and Type 4), construction of an impact attenuator, field approaches, asphalt pavement matching, and preservation of existing infrastructure including a water pump station and bridge abutment. The plans were finalized in October 2026 and prepared under ODOT design standards by a team including designer Chad Gorsky, drafter Jason Sheadel, checker Chris Zelmer, and reviewer David Knox, with project management by Mark Thompson, Regional 3 Technical Center Manager.
The document includes comprehensive construction notes detailing sediment control measures (Type 3 barriers, sediment fencing, and Type 6 check dams), environmental protection requirements, and safety protocols emphasizing safety-first principles throughout the project. The project requires compliance with Oregon Utility Notification Center rules as set forth in OAR 952-001-0100, and temporary easements are designated for work areas. The plans reference multiple supporting documents including roadway typicals, bridge details, traffic control plans, signs, and permanent pavement markings, all coordinated within the comprehensive project documentation package. Professional engineer Myles James Dale (Registration No. 099838PE, Oregon, effective November 8, 2022, renewing December 31, 2027) has approved and sealed the plans, indicating compliance with all applicable ODOT standards and engineering requirements.
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Text version
OREGON TRANSPORTATION COMMISSION
TRANSPORTATION
INTERIM DIRECTOR OF
COMMISSIONER
COMMISSIONER
COMMISSIONER
VICE CHAIR
CHAIR
Lisa Sumption
Vacant
Phil Chang
Jeff Baker
Lee Beyer
Julie Brown
59V-077
OOS & JACKSON COUNTIESC
COOS BAY-ROSEBURG & JACKSONVILLE HIGHWAYS
OR238 GRIFFIN CR BRIDGES PROJECT
OR42 MIDDLE FORK COQUILLE RIVER &
PL
AN
S
FI
NA
L R
EV
IE
W
P E
-0
(503) 232-1987).
The Oregon Utility Notification Center Is
The Center (Note: The Telephone Number For
You May Obtain Copies Of The Rules By Calling
Through OAR 952-001-0100.
Those Rules Are Set Forth In OAR 952-001-0001
By The Oregon Utility Notification Center.
Oregon Law Requires You To Follow Rules Adopted
ATTENTION:
LET'S ALL
WORK TOGETHER
TO MAKE THIS
JOB SAFE
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Mark Thompson, Reg. 3 Tech. Ctr. Manager
ADMINISTRATION
FEDERAL HIGHWAY
DIVISION
OREGON
PROJECT NUMBER
NO.
SHEET
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
A01A01SA00(801)
STA. "L" 212+58.04 (MP 36.44)
PROJECT SITE
STA. "CR" 188+93.4 (MP 24.32)
PROJECT SITE
T. 29S., R. 12W., W.M.
F
O T
N E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
T. 37S., R. 02W., W.M.
To Medford
To Roseburg
To Coos Bay
To Jacksonville
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
W
26 35 197
39519
3953197
Bonanza
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
INDEX OF SHEETS
SHEET NO. DESCRIPTION
Title SheetA01
A02 Index Of Sheets Cont. & Std. Dwg. Nos.
AD01, AD02 Survey Control Data
Signature & date
Print name and title
Concurrence by ODOT Chief Engineer
Approving Authority: ________________________________ authority.
and approved by the ODOT Chief Engineer or their delegated
Exceptions to these standards, if any, have been submitted
These plans were developed using ODOT design standards.
OCTOBER 2026
COOS & JACKSON COUNTIES
COOS BAY-ROSEBURG & JACKSONVILLE HIGHWAYS
OR238 GRIFFIN CR BRIDGES PROJECT
OR42 MIDDLE FORK COQUILLE RIVER &
GRADING, STRUCTURES, PAVING AND GUARDRAIL
PLANS FOR PROPOSED PROJECT
DEPARTMENT OF TRANSPORTATION
STATE OF OREGON
R_K23548_ts_01.dgn :: A01 4/21/2026 2:03:06 PM hwye33g
-1.71%
-0.99%
.2 2 1
.6
.3
.5
5 + .5
.6
20' V.C.
L"
L"
L"
L"
L"
L"
L"
59V-077
OF TRANSPORTATION
OREGON DEPARTMENT
Checker:Drafter:
Designer:
SHEET NO.
Reviewer:
AVAILABLE UPON REQUEST
FINAL ELECTRONIC DOCUMENT
OOS & JACKSON COUNTIESC
COOS BAY-ROSEBURG & JACKSONVILLE HIGHWAYS
OR238 GRIFFIN CR BRIDGES PROJECT
OR42 MIDDLE FORK COQUILLE RIVER &
F O
T N
E
MTRAPED
N
O G
E R
O
N
OI
T
ATROPS
N A
R T
PL
AN
S
FI
NA
L R
EV
IE
W
Chris Zelmer
Jason Sheadel
Chad Gorsky
David Knox
GENERAL CONSTRUCTION
JACKSONVILLE HWY. (OR238)
MP 36.44
G R
IF
F
IN
C
R E E K
CONSTRUCTION NOTES
"L" LINE
10' R
R
Paving limits
Paving limits
(See dwg. no. RD1030)
Const. sediment barrier (Type 3)
(See dwg. no. RD1040)
Const. sediment fence
Const. check dam (Type 6)
(For details, see sht. BB03)
Preserve and protect existing bridge abutment
Sta. "L" 212+52.18, Lt.
(For details, see sht. BB02)
Construct new field approach
Sta. "L" 213+05.64, Rt.
(See dwgs. RD810 & RD820)
Inst. 12' gate, Type 2
Sta. "L" 215+30.00, 30.46' Lt.
(For details, see sht. BB02)
Construct new field approach
Sta. "L" 215+30.00, Lt.
(See dwg. no. RD610)
Const. asph. pvmt. match
Preserve and protect existing water pump station
(For details, see DET1455, sht. BB01)
Inst. end piece (Type C)
Const. anchor (Type 1) - 2
Const. guardrail to bridge transition
Const. Midwest Guardrail System - 6.75' (Type 4)
Sta. "L" 212+60.64 to Sta. "L" 212+81.12, Rt.
(For details, see DET1450, sht. BB03)
Const. hand dug post - 15
Inst. end piece (Type B)
Const. anchor (Type 1) - 2
Const. guardrail to bridge transition
Const. Midwest Guardrail System - 43.75' (Type 4)
Sta. "L" 211+80.20 to Sta. "L" 212+33.52, Rt.
Preferred grading plan
Const. guardrail to bridge transition
W=2', E=0'
Test level 3
Const. guardrail terminal, non-flared
Const. Midwest Guardrail System - 12.5' (Type 3)
Const. Midwest Guardrail System - 150' (Type 2A)
Sta. "L" 212+80.13 to Sta. "L" 215+05.13, Lt.
(For details, see sht. BB02)
Const. attenuator to bridge transition
Const. impact attenuator - Type J
Sta. "L" 212+27.81 to Sta. "L" 212+49.81, Lt.
.6
.3
R/W
/4
S e c tio n L in e
63' 4 ' R
95.5' R
R
Extg. ground @ �
Profile grade @ �
211+00 212+00 213+00 214+00
Str. no. 29C269
Exc. 93 CY
Emb. 1.7 CY
Exc. 208 CY
Emb. 15 CY
RENEWS: 12-31-2027
099838PE
OREGON
RE
GI
STE
REDPROFESSIONALEN
GINEER
M Y
LES JAMES D
A
L E
YN
O V. 08, 2
Irrig Ease.
R/W
E
V A
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E N
OI
P
).r D et avir
P(
"B" LINE
"A" LINE
GRIFFIN CREEK
Work Area Temp. Ease. -
'"A" 0+00.00 "L" 213+05.64=
0+00.00" B" "L" 213+05.64=
Sec.22, T.37S, R.2W, W.M.
Work Area Temp. Ease. -
"L" LINE
Stone Emb. 44 CY
1370 1370
1 2
C02A
' R
R_K23548_pl_01.dgn :: C02A General Construction [Sheet] - Copy-1 4/21/2026 2:03:27 PM hwye33g
Structure no. 29C269
STA. "L" 211+80.19 (MP 2.75)
BEGINNING OF PROJECT SITE
STA. "L" 215+80.47
END OF PROJECT SITE
STA. "L" 211+80.19 (MP 2.75)
BEGINNING OF PROJECT SITE
12'
| K23548_FINAL_Roadway_plans |
| A - Title & Index |
| A01 |
| A02 |
| B - Roadway Typicals-Details-Curb Ramp Details-Pipe Data |
| BA01 |
| BA02 |
| BB01 |
| BB02 |
| BB03 |
| BB04 |
| C - Roadway Construction (Main Line) |
| C01 |
| C01A |
| C01B |
| C02 |
| C02A |
| J_BR_K23548_pldv_01 |
| J - Bridge |
| JA01 |
| JA02 |
| JA03 |
| JB01 |
| JB02 |
| JB03 |
| JB04 |
| JB05 |
| L_TN_K23548_FinalSignPlan_01 |
| TN_K23548_FinalPlans_LB01.pdf |
| L - Signs |
| LB01 |
| TN_K23548_FinalPlans_LC01.pdf |
| L - Signs |
| LC01 |
| TN_K23548_FinalPlans_LA01.pdf |
| L - Signs |
| LA01 |
| TN_K23548_FinalPlans_LA02.pdf |
| L - Signs |
| LA02 |
| Q_TM_K23548_FinPlan_01 |
| Q - Permanent Pavement Markings |
| QA01 |
| TM_K23548_FinalPlans_QA02.pdf |
| Q - Permanent Pavement Markings |
| QA02 |
| TM_K23548_FinalPlans_QB01.pdf |
| Q - Permanent Pavement Markings |
| QB01 |
| TM_K23548_FinalPlans_QB02.pdf |
| Q - Permanent Pavement Markings |
| QB02 |
| S_K23548_scd_02.pdf |
| 1 |
| 2 |
| E_TZ_K23548_PS_02.pdf |
| E - Traffic Control: Details-Detour Signing-Stages |
| EA01 |
| EA02 |
| EA03 |
| EA04 |
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