35821_K21545_AdvPlans_01.pdf

PDF 7 MB Posted

Attached to
10400 - Firewood Deliveries for the Deschutes/Cottonwood MU
Solicitation number
S-63400-00008558
Issued by
Multnomah County, Oregon

About this file

Written by GovTribe AI ·

This is an Invitation to Bid (ITB) issued by the Oregon Parks and Recreation Department (OPRD) for firewood deliveries to the Deschutes/Cottonwood Management Unit. The solicitation was released on October 30, 2023, with bids due by November 8, 2023, and an anticipated contract award date of November 10, 2023. The procurement seeks a two-year initial contract for delivering natural, seasoned firewood in standardized bundles, free of restricted species, with potential extensions up to six additional years. Contractors must be capable of standard deliveries within 5 business days and emergency deliveries within 2 business days, with a maximum of 6 emergency deliveries permitted annually. Bidders must be registered in the OregonBuys e-procurement system to participate.

Evaluation will be based on pricing, contractor experience, expertise, and overall responsibility, with potential preferences given to Oregon resident bidders and those offering recycled materials. Contractors must maintain comprehensive insurance coverage, including commercial general liability, automobile liability, and workers' compensation. Payment will be made based on actual quantities of firewood delivered on a performance-based compensation structure. Contractors will be compensated upon successful delivery and acceptance of goods. The procurement is specific to Multnomah County, Oregon, and all contractors must demonstrate compliance with federal, state, and local laws and regulations. No specific budget ranges are outlined, and no incumbent vendors are mentioned in the solicitation.

View the file

Other files

File Type Posted
ITB 10400 Firewood Deliveries for Deschutes MU.pdf PDF
Attachment 3 - Sample Contract~2.pdf 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
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

??V-???

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

R_K21545_ts_01.dgn :: Default 10/17/2023 10:28:49 AM hwye07x

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

(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:

Approving Authority:

Signature & date

Print name and title

Concurrence by ODOT Chief Engineer 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 AASHTO design standards.

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

A02 Index Of Sheets Cont. & Std. Dwg. Nos.

P E

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01S215(004)

Carol Cartwright-R2 Tech Center Manager

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

Overall Length Of Project - 6.91 Miles

T. 15 & 16 S., R. 6 E., W.M.

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

STRUCTURES & PAVING

OR126: LINN COUNTY LINE -

OLD MCKENZIE HWY. SEC.

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

LANE COUNTY

APRIL 2024

E u g e n e

T o

S is t e r s

T o

Santiam Junction

To

LA

N E

LI

N

N

Belknap Springs

N O . 15

BELKNAP

NATIONAL

AIRPORT

BRIDGE

McKENZIE

SPRINGS RD.

BELKNAP

SPRINGS

HWY.

N O . 215

CLEA

R

LAKE -

M C

K E N Z

IE

H W

Y

M

CKE

NZ

IE

H W

Y

N O

D

EE

R

CR

EE

K

RD.

BEGINNING OF PROJECT

STA. "L" 10+00 (MP 12.90)

END OF PROJECT

STA. "L" 373+20 (MP 19.81)

R. 6 E.

R. 7 E.

T

S

T

S

C O

U N T Y

C O

U N T Y

R. 6 E.

R. 7 E.

WILLAMETTE

FOREST

McKenzi e

River

2 11

OREGON TRANSPORTATION COMMISSION

DIRECTOR OF TRANSPORTATION

COMMISSIONER

COMMISSIONER

COMMISSIONER

VICE CHAIR

CHAIR

Kristopher W. Strickler

Jeff Baker

Alicia Chapman

Sharon Smith

Lee Beyer

Julie Brown

CONTRACT LIMIT

STA. "L" 376+50 (MP 54.90)

R_K21545_ts_01.dgn :: Default 10/17/2023 10:28:49 AM hwye07x

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A02A02SEE SHEET A01

http://www.oregon.gov/ODOT/Engineering/Pages/Standards.aspx

Standard Drawings located on the web at:

T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

Standard Dwg. Nos.

No R/W Map

SHEET NO. DESCRIPTION

Typical Sections

Details

INDEX OF SHEETS, CONT.

BA01

ROADWAY DETAILS

ROADWAY CONSTRUCTION

General Construction C01 Thru

C16 Incl.

PERMANENT PAVEMENT MARKINGS

Pavement Marking Details

- Slope RoundingRD150

- Roadway Cross Slopes Superelevated SectionsRD140

- Midwest Guardrail System TypesRD402

- Midwest Guardrail System Wood Post And BlockRD403

- Midwest Guardrail System Steel Post And BlockRD404

- Midwest Guardrail System (W-Beam)RD407

- Thrie Beam Guardrail TransitionRD410

- Midwest Guardrail System Standard Hardware (Nuts, Bolts, Washers And Misc.)RD416

- Midwest Guardrail System End SectionsRD417

- Midwest Guardrail System Grading For TerminalsRD419

- Midwest Guardrail System Non-Flared Energy-Absorbing TerminalRD420

- Midwest Guardrail System Typical Layouts At Bridge EndsRD442

- Wood Breakaway PostsRD451

- Midwest Guardrail System Type 3 (Nested W-Beam)RD482

- Transition Type "F" Concrete Rail to GuardrailBR203

- Thrie-Beam Rail and TransitionBR233

- Asphalt Concrete Pavement (ACP) DetailsRD610

- Surface Edge DetailsRD615

- Approaches And Non-Sidewalk DrivewaysRD715

- Poured Joint SealBR140

- Asphaltic Plug Joint SealBR157

- Bridge ID MarkerBR195

- 32" Concrete Barrier Type "F" Precast RD500

- Pavement Marking Standard Detail BlocksTM500

- Pavement Marking Standard Detail BlocksTM503

- Intersection Pavement Markings (Crosswalk, Stop Bar & Bike Lane Stencil)TM530

- Alignment Layout: GeneralTM560

- Alignment Layout: Left Turn Lane, Centerline & MediansTM561

- Traffic DelineatorsTM570

JA01 09474 # 09474-Plan & General Notes

DESCRIPTIONBDS DRAWING NO.SHEET NO. STRUCTURE NO.

BRIDGE

JB01 09846 #

JB02 09846 #

#JA02 09474 09474-Traffic Control Plan

JC01 09845 #

# 09845-Traffic Control PlanJC02 09845

09846-Traffic Control Plan

09846-Plan & General Notes

09845-Plan & General Notes

- Thrie Beam Rail Retrofit for Curb and Parapet Rail Connection DetailsBR273

- Tables, Abrupt Edge And PCMS DetailsTM800

QA03 Incl.

QA01 Thru

BB04 Incl.

BB01 Thru

TRAFFIC CONTROL

EB01 Thru

EB03 Incl.

EA01, EA02 Traffic Control Details

Traffic Control Detour Plan

EC01 Traffic Control Plan

- Temporary Pavement MarkingsTM810

- Temporary BarricadesTM820

- Temporary Sign SupportsTM821

- Temporary Sign SupportsTM822

- Temporary Concrete Barrier And Rumble Strip DetailsTM830

- Temporary Impact AttenuatorsTM831

- Temporary Impact AttenuatorsTM833

- Closure DetailsTM840

- 2-Lane, 2-Way RoadwaysTM850

- 2-Lane, 2-Way RoadwayTM854

- Bridge ConstructionTM870

R_K21545_ts_01.dgn :: Default 10/17/2023 10:28:50 AM hwye07x

Sl. as dir.Sl. as dir.

12'12'

Depth - 2.5"

Cold plane pvmt. removal

Ground line

"L"

"L"341+82 To "L"376+50 "L"340+01 To "L"341+82 (Str. no. 09474) "L"265+19 To "L"340+01 "L"264+40 To "L"265+19 (Str. no. 09846) "L"240+85 To "L"264+40 "L"238+85 To "L"240+85 "L"237+91 To "L"238+85 (Str. no. 09845) STA. "L" 10+00 To STA. "L"237+91

Width - var.

Extg. asph. conc. pvmt.

Nom. thkn. - 2.5"

" PG64-282

1Level 3, ACP wearing course

LS RS

Sl. as dir.

Comp. thkn. - var.

Aggr. shldr. matl.

(See dwg. no. RD615) Const. safety edge

Sl. as dir.

Ground line

(For bridge approach details not shown, see sht. BB01 and BB02)

4. For surfacing details of structures, see sht. A02.

3. For slope rounding, see dwg. no. RD150.

2. For standard superelevation, see dwg. no. RD140.

1. Side-slopes are shown as vert. to horiz.

NOTE:

RSSTATION TO STATION

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

"L"373+45

"L"373+00

"L"372+25

"L"341+82

"L"340+01

"L"339+22

"L"325+90

"L"323+71

"L"320+00

"L"317+93

"L"304+37

"L"303+40

"L"301+87

"L"265+19

"L"264+40

"L"239+94

"L" 238+85

"L" 237+91

"L" 234+16

"L" 231+15

"L" 229+30

"L" 136+68

"L" 136+37

"L" 133+04

"L" 132+65

"L" 112+65

"L" 112+27

"L" 111+54

"L" 111+08

"L" 10+00

"L"376+50

"L"373+45

"L"373+00

"L"372+25

"L"341+82

"L"340+01

"L"339+22

"L"325+90

"L"323+71

"L"320+00

"L"317+93

"L"304+37

"L"303+40

"L" 301+87

"L" 265+19

"L"264+40

"L" 239+94

"L" 238+85

"L" 237+91

"L" 234+16

"L" 231+15

"L" 229+30

"L" 136+68

"L" 136+37

"L" 133+04

"L" 132+65

"L" 112+65

"L" 112+27

"L" 111+54

"L" 111+08

5.5'

Var. 8' to 5.5'

Var. 3' to 8'

Var. 2' to 3'

Str. no. 09474

Var. 4' to 2.5'

Var. 2' to 4'

Var. 12' to 2'

12'

Var. 3' to 12'

3'

Var. 17' to 3'

Var. 3' to 17'

Var. 2' to 3'

Str. no. 09846

Var. 4' to 2.5'

Var. 3' to 4'

Str. no. 09845

Var. 13' to 3'

13'

Var. 4' to 13'

Var. 3' to 4'

Var. 7' to 3'

Var. 6' to 7'

Var. 3' to 7'

Var. 5' to 3'

Var. 13' to 5'

13'

Var. 3' to 13'

3'

TABLE "B"

STRUCTURAL DETAILS CHECKED

(See dwg. no. RD402) Midwest Guardrail System

Sl.

1:

2 m ax

Comp. thkn. - var.

Aggr. shldr. matl.

Ground line

LS

"L"341+82.1 To "L"343+63.4 "L"338+94.3 To "L"339+88.4 "L"265+04.5 To "L"266+85.2 "L"263+32.4 To "L"264+25.7 "L"238+68.5 To "L"240+25.2 STA. "L"236+84.8 To STA. "L"237+77.8

Midwest Guardrail System

Comp. thkn. - var.

Aggr. shldr. matl.

Ground line

RS

Sl. 1:2 max.

Const. safety edge

LSSTATION TO STATION

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

To

"L"369+50

"L"341+82

"L"340+01

"L"338+94

"L"325+70

"L"324+18

"L"319+38

"L"318+35

"L"265+19

"L"264+40

"L"241+70

"L"238+85

"L"237+91

"L" 235+50

"L" 231+50

"L" 228+95

"L" 132+45

"L" 131+78

"L" 131+35

"L" 130+20

"L" 17+44

"L" 15+25

"L" 11+15

"L" 10+12

"L" 10+00

"L"376+50

"L"369+50

"L"341+82

"L"340+01

"L"338+94

"L"325+70

"L"324+18

"L"319+38

"L"318+35

"L"265+19

"L"264+40

"L"241+70

"L"238+85

"L"237+91

"L"235+50

"L"231+50

"L"228+95

"L"132+45

"L" 131+78

"L" 131+35

"L" 130+20

"L" 17+44

"L" 15+25

"L" 11+15

"L" 10+12

4'

Var. 2' to 4'

Str. no. 09474

Var. 3' to 2'

Var. 2' to 4'

Var. 14' to 2'

14'

Var. 3' to 14'

3'

Str. no. 09846

Var. 4' to 3'

Var. 3' to 4'

Str. no. 09845

Var. 15' to 3'

15'

Var. 3' to 15'

3'

Var. 10' to 3'

10'

Var. 5' to 10'

Var. 3' to 5'

Var. 25' to 3'

25'

Var. 3' to 25'

3'

TABLE "A"

(For widths and stations not shown, see Table "A" and "B")

"L"341+92.4 To "L"342+86.1 "L"339+22 To "L"340+02.8 "L"265+34 To "L"266+27.2 "L"263+15.5 To "L"264+52.8 "L"239+00.1 To "L"239+94 STA. "L"236+25.3 To STA. "L"238+06.8

BA01

R_K21545_ty_01.dgn :: Default 10/17/2023 10:28:52 AM hwye07x

OREGON

RE

GI

STE

RED PROFESSIONALEN

GINEER

M

AY 10, 201

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

TYPICAL SECTIONS

R_K21545_ty_01.dgn :: Default 10/17/2023 10:28:52 AM hwye07x

BOULDER CREEK STRUCTURE NO. 09845

Depth - 2.25"

Cold plane pvmt. removal

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

125'

Length - var.

Bridge

Bridge deck surfacing details

See bridge for

STRUCTURAL DETAILS CHECKED

(For bridge details, see sht. A02)

SCOTT CREEK STRUCTURE NO. 09846

Depth - 2.25" to 3"

Cold plane pvmt. removal

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Length - var.

Bridge

Bridge deck surfacing details

See bridge for

(For bridge details, see sht. A02)

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Depth - 2.25"

Cold plane pvmt. removal

125'

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

75' Taper

Depth - 2.5"

Cold plane pvmt. removal

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

75' Taper

Depth - 2.25" to 3"

Cold plane pvmt. removal

75' Taper

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

75' Taper

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Depth - 3" to 2.25"

Cold plane pvmt. removal

Depth - 2.5"

Cold plane pvmt. removal

Depth - 2.5"

Cold plane pvmt. removal

Depth - 3" to 2.25"

Cold plane pvmt. removal

Depth - 2.5"

Cold plane pvmt. removal

" grade increase.4

Bridge deck to have

NOTE:

BB01

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:54 AM hwye07x

ST

ERE

D PROFESSIONALEN

A Y 10, 2

C

E

SAR J. LO

P

E Z

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

DETAILS

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:54 AM hwye07x

LOST CREEK STRUCTURE NO. 09474

Depth - 2.25"

Cold plane pvmt. removal

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Length - var.

Bridge

Bridge deck surfacing details

See bridge for

(For bridge details, see sht. A02)

75' Taper

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Depth - 12.75"

Exc: 245 cu. yd.

200'

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

1st lift - 3"

2nd lift - 2" Nom. thkn. - 5"

" PG64-282

Level 3, ACP base course

Nom. comp. thkn. - 6"

Aggregate base

STRUCTURAL DETAILS CHECKED

(Locate as directed)

Extg. pvmt. Nom. thkn. - 2"

" PG64-28 2

Level 3, ACP wearing course

Nom. thkn. - 4"

" PG64-282

Level 3, ACP base course

6" ASPH. CONC. PVMT. REPAIR

Depth - 6"

Cold plane pvmt. removal

"L"229+12

"L"186+88

"L"176+32

"L"156+78

"L"125+63

"L"109+79

"L"109+79

"L" 89+20

"L" 68+08

"L" 22+67

STARTING STATION

TABLE

WIDTH (Ft.)

17.05

16.25

16.05

15.68

15.09

14.79

14.79

14.40

14.00

13.14

STARTING MP

17.22

16.34

16.12

15.73

15.11

14.89

14.86

14.43

14.09

13.16

ENDING MP

"L"238+10

"L"191+63

"L"180+02

"L"159+42

L"126+69

"L"115+07

"L"113+49

"L" 90+78

"L" 72+83

"L" 23+73

ENDING STATION

Westbound

Westbound

Westbound

Westbound

Eastbound

Westbound

Eastbound

Westbound

Westbound

Westbound

DIRECTION

Full Lane

RWT

LWT

Full Lane

LWT

Full Lane

Full Lane

RWT

LWT

LWT

LOCATION

4. Field verify locations with engineer.

3. RWT: Right wheel track

2. LWT: Left wheel track

1. Full Lane: Skip stripe to fog line.

NOTE:

Depth - 2.5"

Cold plane pvmt. removal

Nom. thkn. - 3"

" PG64-282

Level 3, ACP wearing course

75' Taper

Nom. thkn. - 2.5"

" PG64-282

Level 3, ACP wearing course

Depth - 2.5" to 1.75"

Cold plane pvmt. removal

Depth - 2.5"

Cold plane pvmt. removal

125'

Depth - 2.25" to 3"

Cold plane pvmt. removal

" grade increase.4

Bridge deck to have

NOTE:

BB02

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:54 AM hwye07x

ST

ERE

Y 10, 2

C

E

SAR J. LO

P

E Z

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:54 AM hwye07x

3. Shop fabricate all radius rail to dimensions shown.

2. Place radius identification plate (For details, see drg. no. RD416 and RD417).

1. For transition details, see appropriate Bridge Standard Drawings.

GENERAL NOTES FOR ALL DETAILS:

with bridge rail type

Post placement will vary

Type 1 modified anchor

Transition (As reqd.)

Bridge rail (Typ.)

3'-1½"

87.5'

Type 2A guardrail

PLAN

12'-6" min.

Type 3 guardrail

(See general note 5) w/Type 1 modified anchor

Type B end piece a p p r o a c h r o a d

D ri v e w a y o r

(Typ.)

6'-3"

Face of rail

Sta. "L"263+15.4, 29.1 Lt.

F a c e o f r a il

S ta

L

.5

, 1

.4 L t.

liardraug e p y T

'52 - noitces s ui dar

.t f

BB03

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:55 AM hwye07xR_K21545_dt_01.dgn :: Default 10/17/2023 10:28:55 AM hwye07x

ST

ERE

Y 10, 2

C

E

SAR J. LO

P

E Z

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:55 AM hwye07x

L"

L"

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

.5

.5

12'12'

12'12' 12'

14'

15' 15' 1'

4' (Sh ldr.

9'

3' Sh ld r.

.5

2'

4'

4'

4'

' 4

4'

Paving limit

Paving limit

Sta. "L" 369+50

Sta. "L" 373+14.4, 215.5' Lt.

Sta. "L" 376+50

M c

K E

N Z

IE

H

W Y . (O

R

McKENZIE HWY.

(OR126)

Approximate area: 2,235 sq. yd.

Dense, Lime-Treated, ACP Wearing Course shown thus:"2

2.5" Level 3, 2.5" Cold Plane Pvmt. Removal shown thus:

BB04

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:55 AM hwye07x

ST

ERE

Y 10, 2

C

E

SAR J. LO

P

E Z

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

R_K21545_dt_01.dgn :: Default 10/17/2023 10:28:55 AM hwye07x

Sec. 24, T. 15 S., R. 6 E., W.M.

STA. "L" 10+00 (MP 12.90)

BEGINNING OF PROJECT

(See dwg. nos. RD610 & RD715)

Const. appr.1

CONSTRUCTION NOTES

" LINEL"

" LINEL"

C01

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:56 AM hwye07x

A s p h . c o n c

.4

19.8'

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY.(OR126)

' 1

L"

L"

S07°39'00"E

P .S

.2

P .S .C

.2

L" P .S

.2

L"

S = 02°16'51"

200.00' Spiral

L"

L"

Sp�200.00' Sp� - 200.00' 1,357.54' - Ts� 1,357.54'Ts�

53°10'29"TΔ

C.R.02°16'51"

"L"

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Jeff Larson

GENERAL CONSTRUCTION

Sec. 24, T. 15 S., R. 6 E., W.M.

Const. appr.1

CONSTRUCTION NOTES

" LINEL"

" LINEL"

C02

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:57 AM hwye07x

.4 A s p h . c o n c

12.3'

CLEAR LAKE - BE

LKNAPSPRINGS HWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

Linear Annotation.Line Direction

L"

L"

P .C

.5

L" P .C

.5

L"

P .T

.5

S = 02°16'51"

200.00' Spiral

S45°31'29"W

P

.0

ST

ERE

Y 10, 2

C

E

SAR J. LO

P

E Z

91,176

RENEWS: 12-31-2024

S45°31'29"W

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 23 & 24, T. 15 S., R. 6 E., W.M.

S45°31'29"W

" LINEL"

" LINEL"

" LINEL"

C03

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:58 AM hwye07x

CLEAR LAKE - BELKNAPSPRINGS HWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

' 1

L"

L"

Sp�200.00' Sp� - 200.00' 615.26' - Ts� 615.26'Ts�

15°21'48"TΔ

C.R.01°30'00"

"L"

P

.0

.S

.0

L" P .S

.0

L"

P .C

.2

L"

P .C

.2

L"

P

.2

L"

S = 01°30'00" 200.00' Spiral

S = 01°30'00" 200.00' Spiral

S60°53'17"W

P

.7

.S

.7

L" P .S

.7

L"

P

.2

S = 01°30'00" 200.00' Spiral

S = 06°15'00" 250.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 23 & 26, T. 15 S., R. 6 E., W.M.

Const. street connection1

CONSTRUCTION NOTES

" LINEL"

" LINEL"

C04

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:58 AM hwye07x

.3 A s p h . c o n c

42.1'

CLEAR LAKE - BELKNAPSPRINGSHWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

D E E

R C

R E E

K R

D

L"

L"

L"

Sp�100.00' Sp� - 250.00' 756.30' - Ts� 828.15'Ts�

63°07'31"TΔ

C.L.05°00'00"

"L"

P.S.

.7

L"

P.S.C

.7

L"

.7

L"

P

.S.

.2

L"

P

.S.

.2

L"

P.T

.2

L"

S = 06°15'00" 250.00' Spiral

S = 02°30'00" 100.00' Spiral

L"

S02°14'14"E

P .C

.2

L" P .C

.2

L"

P

.2

.6

S = 02°30'00" 100.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 26, T. 15 S., R. 6 E., W.M.

S02 °14'

14"E

CONSTRUCTION NOTES

Const. street connection

" LINEL"

" LINEL"

C05

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:59 AM hwye07x

A s p h . c o n c

.3

21'

CLEAR LAKE - BELKNAP SPRINGSHWY.(OR126)

B O

U L

D E R C

R E E

K R

D

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

' 1

L"

L"

Sp�100.00' Sp� - 300.00' 606.80' - Ts� 700.74'Ts�

37°21'13"TΔ

C.R.03°30'00"

"L"

P

.6

L" P .S

.6

L" P .S

.6

L"

P .C

.8

L"

P .C

.8

L"

P

.8

L"

S = 05°15'00" 300.00' Spiral

S = 01°45'00" 100.00' Spiral

L"

S35°06'58"W

P

.9

.C

.8

L" P .C

.8

L"

P

.8

S = 01°45'00" 100.00' Spiral

S = 08°03'41" 350.00' Spiral

S = 08°03'41" 350.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 26, T. 15 S., R. 6 E., W.M.

S06 °56'

08" E

" LINEL"

" LINEL"

C06

R_K21545_pl_01.dgn :: Default 10/17/2023 10:28:59 AM hwye07x

CLEAR LAKE - BELKNAPSPRINGSHWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

L"

L"

L"

Sp�300.00' Sp� - 350.00' 630.80' - Ts� 652.93'Ts�

42°03'07"TΔ

C.L.04°36'24"

"L"

P .S

.9

L"

P .S

.9

L"

P .C

.8

L" P .C

.8

L"

P

.8

L"

S = 06°54'35" 300.00' Spiral

S = 08°03'41" 350.00' Spiral

L" 1

L"

S06°56'08"E

S13°51'1 1"E

Sp�200.00' Sp� - 200.00' 273.18' - Ts� 273.18'Ts�

06°55'03"TΔ

C.L.02°00'00"

"L"

P

.0

.S

.0

L" P .S

.0

L"

P .C

.8

L" P .C

.8

L"

P

.8

L"

P

.0

L"

P .S

.0

L" P .S

.0

L"

S = 02°00'00" 200.00' Spiral

S = 02°00'00" 200.00' Spiral

S = 00°22'22" 50.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 35, T. 15 S., R. 6 E., W.M.

" LINEL"

" LINEL"

C07

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:00 AM hwye07x

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEAR LAKE - BELKNAPSPRINGSHWY. (OR126)

L"

L"

S07°43'38"E

Sp�50.00' Sp� - 50.00' 230.64' - Ts� 230.64'Ts�

06°07'33"TΔ

C.R.01°29'27"

"L"

P

.0

.S

.0

L" P .S

.0

L"

P .S

.0

L" P .S

.0

L"

P .C

.9

L" P .C

.9

L"

P

.9

S = 00°22'22" 50.00' Spiral

S = 06°15'00" 250.00' Spiral

L"

L"

L"

Sp�250.00' Sp� - 250.00' 631.70' - Ts� 631.70'Ts�

47°37'41"TΔ

C.L.05°00'00"

"L"

.0

L"

.0

L"

P .C

.6

L" P .C

.6

L"

P

.6

L"

S = 06°15'00" 250.00' Spiral

S55°2 1'19"

E

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 35 & 36, T. 15 S., R. 6 E., W.M.

S55°2 1'19"E

" LINEL"

" LINEL"

C08

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:01 AM hwye07x

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

' 1

CLEAR LAKE - BELKNAP SPRINGSHWY.(OR126)

'1

S55°21'19"E

L"

L"

L"

S34°12'31"E

Sp�100.00' Sp� - 250.00' 315.85' - Ts� 382.45'Ts�

21°08'48"TΔ

C.R.04°05'25"

"L"

P

.7

L"

P .S

.7

L" P .S

.7

L"

P .C

.7

L"

P .C

.7

L"

P

.7

L"

P

.5

L"

S = 05°06'47" 250.00' Spiral

S = 02°02'43" 100.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 2 & 36, T. 16 S., R. 6 E., W.M.

" LINEL"

C09

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:01 AM hwye07x

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEAR LAKE - BELKNAPSPRINGS HWY.(OR126)

L"

L"

L"

S26°32'21"E

488.00'T

07°40'10"Δ C.R.00°47'13"

"L"

P

.5

L"

P

.0

L"

L"

L"

Sp�0.00' Sp� - 0.00' 310.64' - Ts� 310.64'Ts�

21°23'56"TΔ

C.L.03°29'06"

"L"

P

.2

L"

P .S

.2

L"

P .S

.2

L"

P

.2

L"

S = 00°00'00" 0.00' Spiral

S = 00°00'00" 0.00' Spiral

S26°32'21"E S47°56 '16"E

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 1 & 2, T. 16 S., R. 6 E., W.M.

RD420, RD442, RD451, RD482 & BR203)

RD407, RD410, RD416, RD417, RD419,

(See dwg. nos. RD402, RD403, RD404, Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 85.4'

Sta. "L"236+84.8 to Sta. "L"237+77.8, Lt.

CONSTRUCTION NOTES

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=1', E=0

Const. Midwest Guardrail System - 12.5' (Type 3)

Const. Midwest Guardrail System - 87.5' (Type 2A)

Remove extg. guardrail - 72'

Sta. "L"238+68.5 to Sta. "L"240+25.2, Lt.3

(For sht. nos., see sht. A02, Bridge)

Structure no. 098452

Const. appr.5

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 100' (Type 2A)

Remove extg. guardrail - 72.3'

Sta. "L"236+25.3 to Sta. "L"238+06.8, Rt.6

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=1', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 72.4'

Sta. "L"239+00.1 to Sta. "L"239+94.0, Rt.7

STRUCTURAL DETAILS CHECKED

4 Const. street connection

" LINEL"

" LINEL"

" LINEL"

All guardrail to be weatherized.

NOTE:

C10

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:02 AM hwye07x

A s p h . c o n c

.4

.1 A s p h . c o n c

24.1'

71.1'

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEA

R LAKE - B

ELKNAP SPRIN

GS HWY.(OR126)

S C

O T

T C

R E E

K R

D

L" 2

L"

S47°56'16"E S51°29'27"E

134.45'T

03°33'11"Δ C.L.01°19'18"

"L"

P

.0

.8

L"

P

.7

L"

P .S

.7

L" P .S

.7

L"

S = 03°03'14" 150.00' Spiral

L"

L"

L"

224.50'T 18°07'47"Δ

C.R.04°04'18" "L"

P

.7

L"

P .S

.7

L"

P .S

.7

L"

P .C

.9

L" P .C

.9

L"

P .S

.9

L"

S = 03°03'14" 150.00' Spiral

S = 06°06'28" 300.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 1, T. 16 S., R. 6 E., W.M.

S11°33'03"W

Const. appr.1

CONSTRUCTION NOTES

" LINEL"

" LINEL"

C11

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:02 AM hwye07x

.7 A s p h . c o n c

58.6

CLEAR LAKE - BELKNAP SPRINGS HWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

L" 2

L"

519.59'T

32°31'58"Δ C.R.03°13'03"

"L"

P .C

.0

L" P .C

.0

L"

P

.0

L"

S = 03°13'03" 200.00' Spiral

S11°33'03"W

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 11 & 12, T. 16 S., R. 6 E., W.M.

S11 °41'4

0"W

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=1', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 84.9'

Sta. "L"263+32.4 to Sta. "L"264+25.7, Lt.

CONSTRUCTION NOTES

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 100' (Type 2A)

Remove extg. guardrail - 84.6'

Sta. "L"265+04.5 to Sta. "L"266+85.2, Lt.3

(For sht. nos., see sht. A02, Bridge)

Structure no. 098462

(For details, see sht. BB03)

Const. guardrail to bridge transition

Inst. end piece (Type B)

Const. anchor - 2 (Type 1 mod.)

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 112.5' (Type 2A)

Remove extg. guardrail - 72.6'

Sta. "L"263+15.5 to Sta. "L"264+52.8, Rt.4

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=1', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 85.1'

Sta. "L"265+34.0 to Sta. "L"266+27.2, Rt.5

" 2

.4

P .I.

L"

" 2

.2

P .I.

L"

STRUCTURAL DETAILS CHECKED

" LINEL"

" LINEL"

All guardrail to be weatherized.

NOTE:

1 2 3

4 5

C12

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:03 AM hwye07x

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEARLAKE - BELKNAP SPRINGSHWY.(OR126)

L"

S11°36'44"W S11°41'40"W

P

.2

L"

S11°33'03"W

L"

L"

L"

P

.2

L"

P .S

.2

L" P .S

.2

L"

S = 06°28'45"

400.00' Spiral

Sp�400.00' Sp� - 400.00' 1,243.05' - Ts� 1,243.05'Ts�

60°57'30"TΔ

C.R.03°14'23"

"L"

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 11, T. 16 S., R. 6 E., W.M.

" LINEL"

C13

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:04 AM hwye07x

CLEAR LAKE - BE

LKNAP SPRINGSHWY.(OR126)

CLEAR LAKE - BELKNAPSPRINGSHWY.(OR126)1

L"

L"

L"

S72°39'10"W

Sp�400.00' Sp� - 400.00' 1,243.05' - Ts� 1,243.05'Ts�

60°57'30"TΔ

C.R.03°14'23"

"L"

P

.9

L"

P .C

.9

L" P .C

.9

L"

P

.9

L"

S = 06°28'45" 400.00' Spiral

L " 3

L"

S72°39'10"W S72°36'22"W

113.22'T 00°19'28"Δ

C.L.00°08'36" "L"

248.36'T 04°57'51"Δ

C.L.01°00'00" "L"

P

.9

L"

P

.4

L"

P

.6

L"

P

.0

L"

P

.9

L"

S67°38'31"W

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 11, T. 16 S., R. 6 E., W.M. CONSTRUCTION NOTES

Const. street connection - 22

Const. appr.1

" LINEL"

" LINEL"

C14

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:04 AM hwye07x

A s p h . c o n c

.6

A s p h . c o n c

.8

.6 A s p h . c o n c

34.9'

75'

29.3'

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

CLEARLAKE - BELKNAP SPRINGSHWY.(OR126)1

B E L

K N

A P S

P R

IN

G S R

D

B E L

K N

A P S

P R

IN

G S R

D

S67°38'31"W

P

.7

S = 02°03'17"

200.00' Spiral

L"

L"

L"

S86°01'53"W

Sp�200.00' Sp� - 200.00' 551.48' - Ts� 551.48'Ts�

18°23'22"TΔ

C.R.02°03'17"

"L"

P

.7

L"

P .S

.7

L" P .S

.7

L"

P .C

.7

L" P .C

.7

L"

P

.7

L"

S = 02°03'17" 200.00' Spiral S = 02°03'17"

200.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 10 & 11, T. 16 S., R. 6 E., W.M.

(See dwg. no. BR233)

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 72.1'

Sta. "L"341+92.4 to Sta. "L"342+86.1, Rt.

CONSTRUCTION NOTES

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=1', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Remove extg. guardrail - 69.9'

Sta. "L"339+22 to Sta. "L"340+02.8, Rt.4

(For sht. nos., see sht. A02, Bridge)

Structure no. 094742

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 100' (Type 2A)

Remove extg. guardrail - 69.7'

Sta. "L"341+82.1 to Sta. "L"343+63.4, Lt.3

Const. guardrail to bridge transition

Test level 3

Const. guardrail terminal, non-flared

W=2', E=0

Const. Midwest Guardrail System- 12.5' (Type 3)

Const. Midwest Guardrail System- 12.5' (Type 2A)

Remove extg. guardrail - 70.4'

Sta. "L"338+94.3 to Sta. "L"339+88.4, Lt.

STRUCTURAL DETAILS CHECKED

" LINEL"

" LINEL"

All guardrail to be weatherized.

NOTE:

C15

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:05 AM hwye07x

CLEARLAKE - BELKNAPSPRINGSHWY.(OR126)

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

L"

L"

L"

L"

S86°01'53"W

Sp�200.00' Sp� - 200.00' 563.30' - Ts� 563.30'Ts�

18°46'23"TΔ

C.L.02°02'41"

"L"

P

.3

L"

P .S

.3

L" P .S

.3

L"

P .C

.5

L" P .C

.5

L"

P

.5

L"

S = 02°02'41" 200.00' Spiral

S = 02°02'41" 200.00' Spiral

S67°15 '29"W

S67°15'29"WS67°15'29"W

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

Sec. 10, T. 16 S., R. 6 E., W.M.

STA. "L" 376+50 (MP 54.90)

CONTRACT LIMIT

S67°15'29"W

" LINEL"

" LINEL"

CONSTRUCTION NOTES

details not shown, see sht. BB04)

(For intersection asph. conc. paving

Const. street connection1

STA. "L" 373+20 (MP 19.81)

END OF PROJECT

Paving limit

C16

R_K21545_pl_01.dgn :: Default 10/17/2023 10:29:06 AM hwye07x

Paving Limit

CLEAR LAKE - BELKNAP SPRINGS HWY. (OR126)

' 1

CLEARLAKE - BELKNAP SPRINGSHWY.(OR126)

M C

K E

N Z

IE

H

W Y . (O

R

MCKENZIE HWY.(OR126)

.0

S67°15'29"W

L"

L"

Sp�200.00' Sp� - 200.00' 732.48' - Ts� 732.48'Ts�

24°53'42"TΔ

C.R.02°00'00"

"L"

P

.0

.S

.0

L" P .S

.0

L"

S = 02°00'00" 200.00' Spiral

STE

6C

ESAR J. LOPEZ

91,176

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T T

O C

HA

NG

E

Cesar Lopez

N/A

Jonathan Solano

ST

ERE

N

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL DETAILS

STOP

PREPARED

BE

TO

STOP

PREPARED

BE

TO

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

100'± la g g e r

A B

A/2

C W

W

C

C/2

C

W

Activity Area

Temporary Pedestrian Accessibility Route (TPAR)

Rumble Strip Cluster

C

C/2

B

B/2

A 100'±

50'-100'

Taper

"B"

Buffer

F la g g e r

C W

W

W

"B"

Buffer

50'-100'

Taper

Rumble Strip Cluster

NOTE:

ONE LANE CLOSURE

2-LANE, 2-WAY ROADWAY

SECTION A-A

Construction

Under

Traffic

2-Way

1-Lane

TPAR at each rumble strip cluster for additional warning.

As directed, "BUMP" signs (W8-1) may be placed temporary rumble strips. Use black material only.

DO NOT use white or other colored material for

Install rumble strips as shown.

RUMBLE STRIP NOTES:

NOTE:

on 10' spacing for flagger station delineation.

Use a minimum of 3 tubular markers in shoulder taper

F la g g e r

20'

10'

28" Tubular Marker

FLAGGER STATION DELINEATION

GENERAL NOTES FOR ALL DETAILS:

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

AHEAD

STRIPS

RUMBLE

48x24

CG20-2

ROAD WORK

END

CG20-2, 48x24

ROAD WORK

END

C

A

A

A/2 B/2

Rumble Strip Cluster*

Rumble Strip Cluster* advanced flagger.

When using Advanced Flaggers, use rumble strip clusters ahead of the than or equal to 4' wide, provide a minimum of 4' of width for the TPAR.

Flaggers, other TCM, or as directed. When the existing shoulder is greater

Coordinate and control pedestrians movements through the TPAR using before each Flagger.

Include CR4-23 signs mounted on Type II Barricade located approx. 50' the Activity Area, as shown or as directed.

the Tubular Marker spacing along centerline may be increased to 200' within

When using pilot cars with flaggers to control traffic during paving operations, closed and bikes are expected.

the closure when a bike lane is closed, or when the shoulder is

Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of

CONTROL DEVICES (TCD) SPACING TABLE" on Drg. No. TM800.

To determine sign spacing A, B, and C, use "TRAFFIC use the "MINIMUM LENGTHS TABLE" shown on Drg. No. TM800.

To determine Taper Length ("L") and Buffer Length ("B"), Install temporary striping as required.

conjunction with the "BE PREPARED TO STOP" (W3-4) sign.

The "FLAGGER" (CW23-2) symbol sign shall be used only in

To be accompanied by Drg. Nos. TM821 on roads with AADTs under 4000.

* Rumble Strip Cluster is optionalAHEAD

STRIPS

RUMBLE

C u st o m

C u st o m

EA01

ACCOMPANIED BY DWGS.:

TM840, TM850, TM854, TM870

TM822, TM830, TM831, TM833,

TM800, TM810, TM820, TM821,

TZ_K21545_tc_01.dgn :: Daytime Flagging 10/17/2023 10:29:08 AM hwye07x

ST

ERE

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL DETAILS

A A A A

A A

AHEAD

STRIPS

RUMBLE

17.3" 30.2" 17.3"

" 19.4"

6"D

4"

6"D

4"

6"D

19.4" strips will be located from.)

sign or device the rumble

(Designer - Specify which or as directed.

approaching condition

Warning sign used for (See details above)

Rumble Strip Cluster strips will be located from.)

sign or device the rumble

(Designer - Specify which or as directed.

approaching condition

Warning sign used for

(black, non-reflectorized) or Conditional Use List

Portable Rumble Strip from QPL specifications manufacturer recommended

Optional 4th Strip. Follow of Traffic Direction

W - S X = portable transverse rumble strips.

Do not include motorcycle gap with

Z

( W ) Lane Width

X

Traffic of

Direction

(three strips)

YX

(four strips) Y

12"

Milled rumble strip milled transverse rumble strips.

Motorcycle gap not necessary for

W = Width of travel lane in feet

W - 10 X =

( W ) Lane Width

(eleven grooves) 15'

10'

X

X

Traffic of

Direction spacing recommended

Z = Manufacturer

N = Number of Strips

Y = N*Z length in feet (10'-11')

S = Portable rumble strip

W = Width of travel lane in feet

", nom.4 124"

Pavement surface

(black, non-reflectorized)

Thermoplastic Type A

4"

4"

", nom.4 1(black, non-reflective) removeable tape overlapping, temporary, 3 strips of

(See Tape Overlap Detail below) removeable tape may be used.

For shorter durations, overlapped for 14 days or more.

used where strips are needed

Thermoplastic strips should be as shown.

consider providing a 2 foot gap motorcyclists can be expected, Where a significant number of

W = Width of travel lane in feet

W - 10

X =

X

( W ) Lane Width

2'

4'

4'

Traffic of

Direction

(six strips) 10'X

SECTION A-A SECTION A-A

RUMBLE STRIP CLUSTER

(For use on pavement surfaces)

PORTABLE TRANSVERSE RUMBLE STRIPSMILLED TRANSVERSE RUMBLE STRIPS

(For use on base course *)

RUMBLE STRIP CLUSTER

TAPE OVERLAP DETAILSECTION A-A

RUMBLE STRIP CLUSTER

RAISED TRANSVERSE RUMBLE STRIPS

(For use on wearing courses)

RUMBLE STRIP LOCATION

B

BC

C

(S) Length Strip

Pavement surface into existing surfacing.

strips may be milled pavement overlay, rumble

When project includes than 4,000 when AADT less

2nd Strip Optional

(See details above)

Rumble Strip Cluster

"4 16"±

"8 1"±2 each rumble strip cluster for additional warning.

As directed, "BUMP" signs (W8-1) may be placed at in each thru lane.

Multilane roadways shall have rumble strips clusters

Pavement surface temporary rumble strips. Use black material only.

DO NOT use white or other colored material for

See ODOT Traffic Manual for further information.

Traffic-Roadway Engineer approval is required for all other installations.

rumble strips during intermediate-term work, including night work. State daylight work. Region Traffic Engineer approval is required for portable transverse

Approval is not required for portable transverse rumble strips during short-term

GENERAL NOTES:

EA02

TZ_K21545_tc_01.dgn :: Daytime Flagging 10/17/2023 10:29:08 AM hwye07x

5 17

5 10

45 50 55

60 65

85 90

95 10

25 30 35 40 45 50 55

80 85

0 5

0 5

101520

ST

ERE

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL DETOUR PLAN

PHASE 1

STAGE 1

TRAFFIC CONTROL PLAN

(Locate As Directed)

(Suggested Message)

OR126

WORK

BRIDGE

DELAYS

EXPECT

PORTABLE CHANGEABLE MESSAGE SIGN

(Suggested Message)

VARIABLE MESSAGE SIGN

PCMS

Temporary sign

LEGEND

VMS

C W 211'

WIDTH

MAX

(Suggested Message)

NIGHTS

CLOSED

OR126

DAYS

MAX 11'

OR126

VARIABLE MESSAGE SIGN

CLOSED NIGHTS

EAST OF BELKNAP

OR126

5.45"22.1"5.45"

2'-9"

4.5" 6"D 4.5"

BORDER

R=1.5"

TH=1.25"

IN=0.75"

4.9" 35.2" 4.9"

3'-9"

4.5" 6"D 4.5"

BORDER

R=1.5"

TH=1.25"

IN=0.75"

5.3" 55.5" 5.3"

5'-6"

5"

12"

6"

8"B

8"

8"B

6"

8"B

5"

BORDER

R=1.5"

TH=1"

A

B

C

2 3 4 5

A

A

B

C

EB01

TZ_K21545_tc_01.dgn :: 1in to 10mi 10/17/2023 10:29:10 AM hwye07x

ST

ERE

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL DETOUR PLAN

PHASE 2

STAGE 1

TRAFFIC CONTROL DETOUR PLAN

CLOSED JULXX-XX

EAST OF BELKNAP

OR126

(Suggested Message)

VARIABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

47 MILES

CLOSED

OR126

TO I5

RETURN

TRUCKS

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

45 MILES

CLOSED

OR126

AROUND

TURN

TRUCKS

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

MP 55

CLOSED

OR126

OR58

USE

TRUCKS

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

CLOSED

WEST

OR126

ROUTE

ALT

USE

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

JULXX-XX

CLOSED

OR126

ROUTE

ALT

USE

PORTABLE CHANGEABLE MESSAGE SIGN

(Locate As Directed)

(Suggested Message)

45 MILES

CLOSED

OR126

ROUTE

ALT

USE

PORTABLE CHANGEABLE MESSAGE SIGN

6.65" 46.7" 6.65"

5'-0"

4" 6"C 3.38" 5"C 3.38" 4"C 4.25"

BORDER

R=1.88"

TH=0.75"

IN=0.5"

4.6" 38.8" 4.6"

4'-0"

5" 6"C 4" 6"D 4" 6"D 5"

BORDER

R=2.25"

TH=0.88"

IN=0.63"

15.5" 33.8" 15.5"

16.9"

7"D 4.75" 7"D

5.25"

7"C

16.9"

BORDER

R=3"

TH=1.25"

IN=0.75"

4.35"30.3"4.35"

3'-3"

5"

8"D

5"

BORDER

R=1.5"

TH=1.25"

IN=0.75"

(Suggested Message)

8 MILES

CLOSED

OR126

AROUND

TURN

TRUCKS

VARIABLE MESSAGE SIGN

R11-2

48x30

K

D I

F

G

H

E

J

EB02

5 17

5 10

45 50 55

60 65

85 90

95 10

25 30 35 40 45 50 55

80 85

0 5

0 5

101520

ST

ERE

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL DETOUR PLAN

PHASE 2

STAGE 1

TRAFFIC CONTROL DETOUR PLAN

PCMS

Temporary sign

LEGEND

VMS

Sign on Barricade

K

F

F

D

I

J

E

G

G

10 H

EB03

ST

ERE

V. 13, 2

C H

R

IS

T

INA L. L

A F

L E

U R

87,105

RENEWS: 12-31-2024

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Jakob Eibel, PE

Christy LaFleur, PE

Jason Rice

Jason Rice

TRAFFIC CONTROL PLAN

on 20' max. spacing

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

(AFAD)

Automated Flagging Assistance Device

PHASE 1

STAGE 1

TRAFFIC CONTROL PLAN

(reflectorized)

Temp. conc. barrier

DAYTIME FLAGGING, TYP.

on bridge on 10' max. spacing

Temp. Plastic Drums

NOTE:

construction bridge cross sections during

See sheet JB02 & JC02 for

500'

250'

500' 500' 500' 500' 100'±

100'± 500' 500' 500' 500' 500'

250'

C W

(All stages)

36x48

R4-1

(All stages)

W

(All stages)

W

W 1 (All stages)

36x48

R4-1

C W

W

ROAD WORK

END

center stripe

Temp. double yellow

BRIDGE

ONE LANE

(All stages)

STOP

PREPARED

BE

TO

48x48

W

W

PASS

NOT

DO

AHEAD

WORK

BRIDGE

(All stages)

ROAD WORK

ENDcenter stripe

Temp. double yellow

100'

Taper

100' Min.

Flare

100' Min.

Flare

100'

Taper

Temp. impact attenuators

STOP

PREPARED

BE

TO BRIDGE

ONE LANE

PASS

NOT

DO

AHEAD

WORK

BRIDGE

100'

Taper

100' Min.

Flare

100' Min.

Flare

100'

Taper

(reflectorized)

Temp. conc. barrier

Temp. impact attenuators

(All stages)

48x24

CG20-2A

(All stages)

48x24

CG20-2A

Stage I

Stage II

HERE ON

RED

STOP

24x36

R10-6

HERE ON

RED

STOP

24x36

R10-6

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a from AFAD (All stages)

"STOP" line 10 feet back

Temp. 12 inch white from AFAD (All stages)

"STOP" line 10 feet back

Temp. 12 inch white

EC01

TZ_K21545_tc_01.dgn :: Daytime Flagging 10/17/2023 10:29:10 AM hwye07x

L"

P .C

.5

L" P .C

.5

L"

L"

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:Drafter:

Designer:

SHEET NO.

STRUCTURE NO.

BDS DWG NO.

CALC. BOOK

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

Matthew A. Stucker

Micheal D. Jacobson

Mark E. Lusby

Rhonda L. Freeman

SCALE WARNING

DRAWING IS NOT TO SCALE

MEASURE ONE INCH, THEN

IF THIS SCALE LINE DOES NOT

LANE

19.20

04/2024

09474

00000

ST

ERE

JU

LY 25, 1

M

A

RK E. LUSB

Y

14,990

RENEWS: 12-31-2024

LOST_CREEK_BRIDGE

McKe nzie Hwy. O

R21

Sp ri n g s

R d

S.

B el k n ap

Lost Creek

SPRINGS

BELKNAP

Old McKenzie Hwy.

WORK ITEMS

GENERAL NOTES

M in

NOTE:

f in is h d e c k

7 c o n c r e te d e c k p a r e n t

Deck texture after placing nosing. (gutter to gutter)

" x 45° chamfer, typ. each side 4

" to 16

Grind

Poured joint seal. Use non-sag sealant in curbs.

Bond breaker backer rod

LOCATION MAP

LAT. 44.187551 LONG. 122.0621

SEC. 10, T. 16S., R06E., W.M.

L a n e L a n e

R o a d w a y

182'-0" Out to Out along � Roadway, Prestressed Concrete Girders

S T

A

B e n t

B e n t

B e n t

B e n t

S T

A

B e n t

(Typ.)

JOINT DETAILS AT BENTS 1 & 5

� Roadway

PLAN

Scale: 1" = 20'

Phone Number 503-362-0457

(Agency Dispatch Center)

Route (RTE)

Highway No. (HWY)

Milepoint (MP)

Bridge No. (BR)

Structure Name

(See BR195)

BRIDGE IDENTIFICATION MARKER TABLE

OR 126

19.20

09474

Hwy 215 Lost Creek Bridge, Roadway Typical Sections Roadway approach, see 7"6" texture No deck m in

JOINT DETAILS AT BENTS 2, 3 & 4

Elastomeric concrete nosing (gutter to gutter)

HESC inlay Prepare and construct

Adjust Rail Transitions. (See BR273 and Grading Plans)

(See Bridge ID Marker Table, this sht., JD01 and BR195) Remove and replace Bridge Identification Markers.

1½” deep x ½” wide, fill with hot applied joint sealant.

Install poured joint seal. (See BR140)

Construct Elastomeric Concrete Nosing.

Remove existing edge steel armor.

2" nominal, with sawcut texturing, see Section 00540.50(c) Construct High Early Strength Concrete Overlay (HESC), (Hydrodemo), 0.50 inch. All spans.

Partial Depth Concrete Deck Removal (Micromill), 1.0 inch.

Partial Depth Concrete Deck Removal 1/4" nominal depth all spans.

Remove Multi-Layer Polymer Concrete Overlay (MPCO), HESC Structural Overlay 1.5" min. - 2.5" max.

1.5"), See note. (Total deck removal of parent deck using hydrodemolition equipment.

" depth 2 1using micromilling equipment. Remove additional

Remove existing MPCO and 1" depth of parent deck concrete

Existing reinforcement prior to fabrication or ordering materials.

considered approximate. Field verify dimensions in the 'For Information' drawings and are shown are based upon information shown Dimensions and geometry of the existing features

Design Deviation RX-XXX for XXXXXXXX

Provide HESC4500-3/4" for structural overlay.

as modified by the following:

the Bridge Design Category `Bridge Retrofit', of the “Oregon Bridge Design Manual”, in Design Specifications” and April 2023 edition with the 9th edition of the “AASHTO LRFD Bridge Work on Bridge 09474 is designed in accordance for Construction 2024”.

according to the “Oregon Standard Specifications Provide all materials and perform all work

7 6

1 2

4 3 4 3 4 3 4

JA01

Accompanied by drawings:

Sheets JB01, JC01, JD01, Std. Dwg. Nos. BR140, BR157, GENERAL NOTES

09474 - PLAN &

STRUCTURAL CONCRETE OVERLAY DETAIL

HESC Structural Overlay

Partial Deck Removal reinforcement prior to micro-milling.

Field verify location of existing

BR_K21545_gen_01.dgn :: JA01 10/17/2023 10:29:12 AM hwye07x

10" 7"

Poured joint seal hot applied joint " wide, fill with 2

1" deep X 2

1" @ 52° F

To Springfield

To Linn County

(T yp

L o st C re e k steel edge armor Cut and remove existing

Top of existing concrete deck

(See BR140) Elastometric concrete nosing.

McKENZIE HIGHWAY (OR 126)

Scale: No scale

"=1'-0"4 3 Scale:

SHEET NO.

STRUCTURE NO.

BDS DWG NO.

CALC. BOOK

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

For accompanied by drawings, see sht. J01

Matthew A. Stucker

Micheal D. Jacobson

Mark E. Lusby

Rhonda L. Freeman

SCALE WARNING

DRAWING IS NOT TO SCALE

MEASURE ONE INCH, THEN

IF THIS SCALE LINE DOES NOT

LANE

04/2024

09474

ST

ERE

M

A

RK E. LUSB

Y

14,990

RENEWS: 12-31-2024

LOST_CREEK_BRIDGE

Abandoned drain

" of existing deck and PC Overlay2

Remove 1 2" HESC inlay

Prepare and construct

Existing Bridge Rail

Install joints.

Construct elastomeric concrete nosing.

Construct structural concrete overlay;

Remove steel edge armor;

Selective concrete deck removal;

and structural concrete overlay construction.

Close structure for selective concrete deck removal

STAGE 1:

JA02

TRAFFIC CONTROL PLAN09474 -

19.20

BR_K21545_gen_01.dgn :: JA02 10/17/2023 10:29:13 AM hwye07x

1'-2" 12'-0" 12'-0"1'-2"

26'-0" with 2.5" HESC overlay)

5" existing concrete deck thickness . (67.5"

To Linn County 13'-0"

To Springfield 13'-0"

North South

Under Construction - Closed to Traffic

� Roadway

� Roadway

TYPICAL SECTION

EXISTING

STAGE 1

Scale: No scale

Scale: 1" = 20'

SouthNorth

� Roadway

Scale: No scale

SHEET NO.

STRUCTURE NO.

BDS DWG NO.

CALC. BOOK

COUNTY Reviewer:

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

ANE COUNTYL

CLEAR LAKE - BELKNAP SPRINGS HIGHWAY

OLD MCKENZIE HWY. SEC.

OR126: LINN COUNTY LINE -

HWY:

M.P.:

DATE

F O

T N

E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

AD

VA

NC

E C

OP

Y

SU

BJ

EC

T

TO

C

HA

NG

E

For accompanied by drawings, see sht. J01

Matthew A. Stucker

Micheal D. Jacobson

Mark E. Lusby

Rhonda L. Freeman

SCALE WARNING

DRAWING IS NOT TO SCALE

MEASURE ONE INCH, THEN

IF THIS SCALE LINE DOES NOT

LANE

17.76

04/2024

09846

ST

ERE

M

A

RK E. LUSB

Y

14,990

RENEWS: 12-31-2024

SCOTT_CREEK_BRIDGE

7"

11'-0"10'-0" 10'-0"11'-0"

M c K e n z ie H w y

O R

D S c o tt R d

Bo ul de r C re ek

N F 2

N F

Sc ot t C re ek

WORK ITEMS GENERAL NOTES

NOTE:

12'-6" 55'-0" 12'-5" f in is h d e c k

7 c o n c…

This is the start of the file's text. The full file is on GovTribe.

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