Drawings.pdf

PDF 13 MB Posted Jun 9, 2026

Attached to: BID 2026-53 Marquam Paving Project
Solicitation number: S-C01010-00017139
Issued by: Oregon

About this file

Written by GovTribe AI · Jun 11, 2026

Marquam Paving Project - BID 2026-53

This is a construction drawing set for the Marquam Paving Project in Clackamas County, Oregon, prepared by professional engineer Matthew Douglas Emmett and dated September 12, 2023. The project encompasses asphalt paving, earthwork, drainage improvements, and miscellaneous highway appurtenances on South Drake Road, South Farm Road, and associated rural county roads located in the Marquam area straddling Clackamas and Marion Counties. The project is divided into four construction stages with approximate asphalt concrete pavement tonnages of 2,440 tons (Stage 1), 2,470 tons (Stage 2), 1,160 tons (Stage 3), and 2,770 tons (Stage 4), totaling approximately 8,840 tons of paving material. Proposed work includes a 1-inch leveling course and 3-inch overlay with fibers on the mainline roadways, with variations to 2-inch leveling and 2-inch or 2.5-inch overlay sections in specific locations. The project involves pavement core analysis from 18 sample locations documenting existing asphalt concrete thickness, oil mat presence, and aggregate base conditions. Construction details address spot grinding and inlay repairs, subgrade stabilization, asphalt and aggregate driveway approaches, monument adjustments, and pavement edge restoration in accordance with Oregon Department of Transportation (ODOT) and Clackamas County standards.

The drawing set includes comprehensive traffic control and detour plans requiring closure of portions of Drake Road and Farm Road in sequential phases, with advance warning signs installed 14 days prior to construction and portable changeable message signs positioned throughout the work zones. Temporary project signs with orange backgrounds and black lettering must comply with county branding guidelines and FHWA standards. All work is subject to Oregon Utility Notification Center regulations (OAR 952-001-0010 through 0100) requiring contractors to call before digging. The contractor must submit a job-specific traffic control plan for approval from Clackamas County, ODOT, and Marion County, and coordinate pre-pave walkthroughs with the county inspector prior to construction. Pavement markings must be recorded and replaced unless otherwise directed, with marking installation coordinated with the engineer. The project is planned for summer 2026 with work hours typically 7 AM to 7 PM. All existing site features outside the work limits must be protected, with contractor responsibility for repairs or replacement of any damage incurred.

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Other files

File	Type	Posted
BID 2026-53 Clarifying Questions -1.pdf	PDF	Jun 9, 2026
BID 2026-53 Clarifying Questions -2.pdf	PDF	Jun 9, 2026
BID 2026-53 Submittal Sheet Apparent Low - Construction.pdf	PDF	Jun 9, 2026
BID 2026-53 Marquam Paving Project.pdf	PDF	Jun 9, 2026
8_0_Project_Specs_Plans_Combined_reduced.pdf	PDF	Jun 9, 2026
2026-53 Notice of Intent to Award.pdf	PDF	Jun 9, 2026

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ATTENTION !

OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY

NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH

OAR 952-001-0100. YOU MAY OBTAIN COPIES OF THE RULES FROM THE CENTER OR

ANSWERS TO QUESTIONS ABOUT THE RULES BY CALLING (503) 232-1987.

VICINITY MAP

NOT TO SCALE N

CLACKAMAS COUNTY

DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

99E

I-205

I-5

Know what'sbelow.

Callbefore you dig.

CLACKAMAS

COUNTY

CLACKAMAS COUNTY

C O

V E

R S

H E

E T

G-01

INDEX OF SHEETS

G-01 COVER SHEET

G-02 GENERAL NOTES AND LEGEND

TC-01 TO TC-04 TEMPORARY TRAFFIC CONTROL AND DETOUR PLANS

C-01 TYPICAL SECTIONS

C-02 CORE SUMMARY TABLE

C-03 TO C-05 PAVING DETAILS

C-06 TO C-23 PAVING PLAN AND NOTES

T. 5S, R. 1E SEC. 29, 32

T. 6S, R. 1E SEC. 04, 05, 08, & 09

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-G-01.dwg, Plotted Date: April 21, 2026 9:58 AM By: Matt Emmett

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PT EMB ER 12 , 2

PROFESSIONA

TERED

RENEWS 12-31-27

OREGON

ONE SW COLUMBIA STREET, SUITE 1700

PORTLAND, OREGON 97258

P 503.225.9010

SITE

PROJECT

LOCATION

CASCADE HWY

S WILDCAT RD

S DRAKE RD

S OSTER RD

S MONTE CRISTO RD

D S

R D

LIO

R D

S K

D 213

AGON RD NE

E MARQUAM RD NE

CLACKAMAS COUNTY

MARION COUNTY

BUTTE CREEK

MARQUAM

CI-3-26402

MARQUAM PAVING PROJECT

PLANS FOR PROPOSED PROJECT

ASPHALT PAVING & OILING, EARTHWORK & DRAINAGE, MISCELLANEOUS HIGHWAY APPURTENANCES, AND TEMPORARY TRAFFIC CONTROL

PROJECT INFORMATION SIGNS

S OSTER RD

DRAKE

RD NE

DOMINIC RD NE

KOSTER RD NE

S DRAKE RD S NOWLENS

BRIDGE RD

2026.04.21 10:07:15-07'00'

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-G-02.dwg, Plotted Date: April 21, 2026 9:58 AM By: Matt Emmett

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G-02

GENERAL NOTES:

VERTICAL DATUM AND BASIS OF BEARINGS:

RIGHT-OF-WAY REPRESENTATION:

1. INSTALL FIVE SETS (2 SIGNS PER SET) TEMPORARY PROJECT SIGNS 14 DAYS PRIOR TO COMMENCING WITH WORK. MOUNT PAVING AND PROJECT INFORMATION SIGNS TO SINGLE TEMPORARY SIGN SUPPORTS PER ODOT STD DWG TM821 OR TM822. INSTALL AT LOCATIONS SHOWN ON SHEET G-01. COORDINATE FINAL

LOCATION WITH INSPECTOR. SEE PROJECT SIGN DETAILS, THIS SHEET.

1. ALL PLAN INFORMATION IS BASED ON CLACKAMAS COUNTY GIS DATA AND AERIAL PHOTOS, WHICH IS

APPROXIMATE.

1. ALL LINE-WORK SHOWN RELATING PROPERTY BOUNDARY TO SCAN DATA IS FOR GRAPHICAL

REPRESENTATION ONLY. ANY APPARENT DISCREPANCIES BETWEEN SAID DATA WILL REQUIRE FIELD

VERIFICATION THROUGH A PROPER RIGHT-OF-WAY RESOLUTION.

SURFACING REMOVAL, GRADING AND PAVING NOTES :

1. WHERE AGGREGATE BASE IS EXPOSED FROM SURFACE REMOVAL, GRINDING, OR REPAIR

OPERATIONS AND PRIOR TO PAVING, RECONDITION AND PREPARE THE EXISTING AGGREGATE BASE

SURFACE.

2. CONSTRUCT ASPHALT CONCRETE PAVEMENT LEVELING COURSE AS SHOWN OR DIRECTED.

3. PRIOR TO ASPHALT OVERLAY OR ALONG PAVEMENT REMOVAL SECTIONS, GRADE ASPHALT OR BASE

SECTION TO MAINTAIN POSITIVE DRAINAGE.

4. PRIOR TO MAINLINE PAVING OPERATIONS, THE INSPECTOR MAY DIRECT ADDITIONAL RESTORATIONS

AS NECESSARY TO ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY INCLUDE ASPHALT

EDGE PAVEMENT REPAIR OR SUBGRADE STABILIZATION. CONTRACTOR SHALL SHOW APPROPRIATE

TIME AND RESOURCES IN THE PROJECT SCHEDULE TO COMPLETE THIS WORK.

1. SEE TCP SHEET TC-01 THRU TC-04 FOR DETOUR AND NOTES FOR TRAFFIC CONTROL AND PHASING.

TEMPORARY PROJECT SIGN DETAIL

SCALE: NTS

SIGN NOTES:

1. SIGNS TO BE ORANGE BACKGROUND WITH BLACK LETTERING AND BORDERS.

2. TEXT FONT TO BE FHWA C.

3. COUNTY LOGO TO COMPLY WITH SPECIFICATIONS IN THE COUNTY BRAND GUIDE: HTTP://WEB1.CLACKAMAS.US/PGA/LOGO.HTML#GUIDE.

4. CONTRACTOR'S APPROVED SCHEDULE TO DETERMINE DATES ON PROJECT NOTIFICATION SIGN.

30"

Paving (date) To (date) 7AM To 7PM Expect Delays Use Alt Route

PAVING

SUMMER 2026

4" 4"

30"

4" 4"

PROJECT INFORMATION SIGNPAVING SIGN

ODOT STANDARD DRAWINGS

(EFFECTIVE DATE: 06/01/2026 - 11/30/2026):

COUNTY STANDARD DRAWINGS:

· RD610

· RD1010

· TM530

· TM800

· TM821

· TM822

· TM840

· TM841

· TM850

· TM855

· BR165

TRAFFIC CONTROL/PHASING NOTES :

· M150

CHAIN LINK FENCE

TREE DECIDUOUS

PULL BOX/JUNCTION BOX

CATCH BASIN/FIELD INLET

BENCHMARK

SIGN

WATER METER

GUY WIRE

UTILITY POLE

EDGE OF PAVEMENT/ AC

TREE/BUSH LINE

DRAINAGE DITCH/FLOW LINE

PROPERTY LINE

CULVERT

CENTERLINE

STORM DRAIN

CABLE TELEVISION

TELEPHONE/TELEMETRY

TOPOGRAPHIC LEGEND

ELECTRICITY (UNDERGROUND)

WATERLINE

EXISTING

MAILBOX

EDGE OF GRAVEL

TREE CONIFEROUS

RIGHT-OF-WAY

MONUMENT/PIN

IRON ROD/BAR

10"W

CATV

8"SD

EASEMENT

OVERHEAD UTILITY

FIBER OPTIC

COMMUNICATION

COM

OVHD

R/W

WOOD FENCE

IRWATER IRRIGATION VALVE

TRANSFORMER

ELECTRICAL METER

ELECTRICAL CABINET

PAVEMENT STRIPING

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVEMENT

ADJ ADJACENT

AGG AGGREGATE

APPROX APPROXIMATE

C/L CENTERLINE

CONC CONCRETE

COOR'D COORDINATE

DET DETAIL

DIR DIRECTED

DWG DRAWING

DWY DRIVEWAY

E EAST

EOP EDGE OF PAVEMENT

EXIST EXISTING

FG FINISHED GRADE

GR GROUND/GRADE

HORIZ HORIZONTAL

LOC LOCATION

MAX MAXIMUM

MIN MINIMUM

MIX MIXTURE

MON MONUMENT

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

NE NORTHEAST

ODOT OREGON DEPARTMENT OF

TRANSPORTATION

OTTCH OREGON TEMPORARY TRAFFIC CONTROL

HANDBOOK

PC POINT OF CURVE

PROP PROPERTY

PVMT PAVEMENT

R RADIUS

R/W RIGHT-OF-WAY

REQ'D REQUIRED

RD ROAD

RDWY ROADWAY

S SOUTH

S/W SIDEWALK

SD STORM DRAIN

SHT SHEET

SLP SLOPE

STA STATION

STD STANDARD

TEMP TEMPORARY

THK THICK/THICKNESS

TYP TYPICAL

W/ WITH

ABBREVIATIONS

TOPOGRAPHIC LEGEND

SPOT GRIND & INLAY

ASPHALT CONCRETE PAVEMENT

PROPOSED

AGGREGATE APPROACH

EDGE OF PAVEMENT

PAVEMENT DRAINAGE FLOW DIRECTION

SAWCUT

PAVEMENT EDGE RESTORATION

GRADE ADJUSTMENT AREA

SHOULDER REPAIR

ASPHALT APPROACH

DRAINAGE DITCH/FLOW LINE

MONUMENT/PIN

SURVEY NOTES:

1. ALL SURVEY MONUMENTS, SHALL BE PROTECTED AND PRESERVED PER ORS 209.140, 209.150, AND 209.155.

EXISTING PAVEMENT CORE

(SEE CORE TABLE, SHEET C-02)

MARQ- #

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-TC.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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TC-01

TRAFFIC CONTROL DETOUR PLAN

CONCEPTUAL STAGE 1 - APPROXIMATE ACP TONNAGE: 2,440 TONS

PLAN

SCALE: 1" = 2500' N

WORK ZONE

DETOUR ROUTE

TEMPORARY TRAFFIC CONTROL SIGN

TEMPORARY TYPE 3 BARRICADE

LEGEND

CASCADE HWY

S WILDCAT RD

S DRAKE RD

S OSTER RD

S MONTE CRISTO RD

D S

R D

LIO

R D

MAR

Y R

AGON RD NE

E MARQUAM RD NE

CLACKAMAS COUNTY

MARION COUNTY

BUTTE CREEK

MARQUAM

PCMS 1

1 4

6 1

NOTES

1. IMPLEMENT TRAFFIC CONTROL AS INDICATED. PROVIDE ADDITIONAL TRAFFIC

CONTROL MEASURES ACCORDING TO THE CURRENT EDITION OF THE MUTCD,

ODOT, AND OTTCH AS NECESSARY TO COMPLETE THE WORK.

2. SUBMIT A JOB-SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL FROM:

· CLACKAMAS COUNTY

· ODOT

· MARION COUNTY

3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT

STANDARD DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE

CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT STANDARD DRAWINGS NOS. TM800,

TM820, TM821, TM822, TM840, TM841, TM850, AND TM855.

6. ANY PROPOSED CHANGES TO DETOUR SHOWN REQUIRES APPROVAL FROM

CLACKAMAS COUNTY ENGINEER.

7. PROVIDE SPOTTERS AT CLOSURE TO DIRECT TRAFFIC DURING WORK HOURS.

PROVIDE FLAGGERS AS NEEDED TO

MONITOR DRIVEWAYS AND INTERSECTIONS

TO PREVENT ERRANT VEHICLE MOVEMENTS

DURING TWO-LANE, TWO-WAY ROADWAY

TRAFFIC CONTROL OPERATIONS. INCLUDE

"WAIT FOR FLAGGER" (CR4-23) SIGN ON

CONICAL MARKER AT EACH DRIVEWAY.6

DOMINIC RD NE

R D

N E

S NOW

LENS BRIDGE RD

S R

PCMS 1

DETOUR

END

M4-9L 30"x24"

M20-2 (MOD)

48"x48"

M4-9R 30"x24"

ROAD CLOSED

LOCAL ACCESS ONLY

TO THRU TRAFFIC

R11-4 60x30

(Mount on BIII)

W20-1 36"x36"

(SUGGESTED MESSAGE)

(LOCATE AS DIRECTED)

(4 REQUIRED)

1 2 3

4 5 6

7 8

30x24

30x36

PORTABLE CHANGEABLE MESSAGE SIGN

SCALE: NTS

PCMS 1

FARM RD

CLOSURE MMM-DD

PCMS 1

2 WEEK ADVANCED NOTICE

PRIOR TO CONSTRUCTION:

DURING CONSTRUCTION: FARM RD

CLOSED

USE

DETOUR

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-TC.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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CONCEPTUAL STAGE 2 - APPROXIMATE ACP TONNAGE: 2,470 TONS

PLAN

SCALE: 1" = 2500' N

CASCADE HWY

S WILDCAT RD

S DRAKE RD

S OSTER RD

S MONTE CRISTO RD

D S

R D

LIO

R D

MAR

Y R

AGON RD NE

E MARQUAM RD NE

CLACKAMAS COUNTY

MARION COUNTY

BUTTE CREEK

MARQUAM

PCMS 1

1 6

WORK ZONE

DETOUR ROUTE

TEMPORARY TRAFFIC CONTROL SIGN

TEMPORARY TYPE 3 BARRICADE

LEGEND

DOMINIC RD NE

R D

N E

S NOW

LENS BRIDGE RD

S R

NOTES

1. IMPLEMENT TRAFFIC CONTROL AS INDICATED. PROVIDE ADDITIONAL TRAFFIC

CONTROL MEASURES ACCORDING TO THE CURRENT EDITION OF THE MUTCD,

ODOT, AND OTTCH AS NECESSARY TO COMPLETE THE WORK.

2. SUBMIT A JOB-SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL FROM:

· CLACKAMAS COUNTY

· ODOT

· MARION COUNTY

3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT

STANDARD DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE

CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT STANDARD DRAWINGS NOS. TM800,

TM820, TM821, TM822, TM840, TM841, TM850, AND TM855.

6. ANY PROPOSED CHANGES TO DETOUR SHOWN REQUIRES APPROVAL FROM

CLACKAMAS COUNTY ENGINEER.

7. PROVIDE SPOTTERS AT CLOSURE TO DIRECT TRAFFIC DURING WORK HOURS.

PROVIDE FLAGGERS AS NEEDED

TO MONITOR DRIVEWAYS AND

INTERSECTIONS TO PREVENT

ERRANT VEHICLE MOVEMENTS

DURING TWO-LANE, TWO-WAY

ROADWAY TRAFFIC CONTROL

OPERATIONS. INCLUDE "WAIT

FOR FLAGGER" (CR4-23) SIGN ON

CONICAL MARKER AT EACH

DRIVEWAY.

PCMS 1

DETOUR

END

M4-9L 30"x24"

M20-2 (MOD)

48"x48"

M4-9R 30"x24"

ROAD CLOSED

LOCAL ACCESS ONLY

TO THRU TRAFFIC

R11-4 60x30

(Mount on BIII)

W20-1 36"x36"

(SUGGESTED MESSAGE)

(LOCATE AS DIRECTED)

(3 REQUIRED)

1 2 3

4 5 6

7 8

30x24

30x36

PORTABLE CHANGEABLE MESSAGE SIGN

SCALE: NTS

PCMS 1

FARM RD

CLOSURE MMM DD-DD

PCMS 1

2 WEEK ADVANCED NOTICE

PRIOR TO CONSTRUCTION:

DURING CONSTRUCTION: FARM RD

CLOSED

USE

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-TC.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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TC-03

CONCEPTUAL STAGE 3 - APPROXIMATE ACP TONNAGE: 1,160 TONS

PLAN

SCALE: 1" = 2500' N

CASCADE HWY

S WILDCAT RDS DRAKE RD

S OSTER RD

S MONTE CRISTO RD

D S

R D

LIO

R D

MAR

Y R

AGON RD NE

E MARQUAM RD NE

CLACKAMAS COUNTY

MARION COUNTY

BUTTE CREEK

MARQUAM

PCMS 1

5 2 1

PCMS 1

21 3 4

WORK ZONE

DETOUR ROUTE

TEMPORARY TRAFFIC CONTROL SIGN

TEMPORARY TYPE 3 BARRICADE

LEGEND

DOMINIC RD NE

R D

N E

S NOW

LENS BRIDGE RD

S R

NOTES

1. IMPLEMENT TRAFFIC CONTROL AS INDICATED. PROVIDE ADDITIONAL TRAFFIC

CONTROL MEASURES ACCORDING TO THE CURRENT EDITION OF THE MUTCD,

ODOT, AND OTTCH AS NECESSARY TO COMPLETE THE WORK.

2. SUBMIT A JOB-SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL FROM:

· CLACKAMAS COUNTY

· ODOT

· MARION COUNTY

3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT

STANDARD DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE

CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT STANDARD DRAWINGS NOS. TM800,

TM820, TM821, TM822, TM840, TM841, TM850, AND TM855.

6. ANY PROPOSED CHANGES TO DETOUR SHOWN REQUIRES APPROVAL FROM

CLACKAMAS COUNTY ENGINEER.

7. PROVIDE SPOTTERS AT CLOSURE TO DIRECT TRAFFIC DURING WORK HOURS.

PROVIDE FLAGGERS AS NEEDED

TO MONITOR DRIVEWAYS AND

INTERSECTIONS TO PREVENT

ERRANT VEHICLE MOVEMENTS

DURING TWO-LANE, TWO-WAY

ROADWAY TRAFFIC CONTROL

OPERATIONS. INCLUDE "WAIT

FOR FLAGGER" (CR4-23) SIGN

ON CONICAL MARKER AT EACH

DRIVEWAY.PCMS 1

DETOUR

END

M4-9L 30"x24"

M20-2 (MOD)

48"x48"

M4-9R 30"x24"

ROAD CLOSED

LOCAL ACCESS ONLY

TO THRU TRAFFIC

R11-4 60x30

(Mount on BIII)

W20-1 36"x36"

(SUGGESTED MESSAGE)

(LOCATE AS DIRECTED)

(4 REQUIRED)

1 2 3

4 5 6

7 8

30x24

30x36

PORTABLE CHANGEABLE MESSAGE SIGN

SCALE: NTS

PCMS 1

DRAKE RD

CLOSURE MMM-DD

PCMS 1

2 WEEK ADVANCED NOTICE

PRIOR TO CONSTRUCTION:

DURING CONSTRUCTION: DRAKE RD

CLOSED

USE

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-TC.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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C O

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TC-04

CONCEPTUAL STAGE 4 - APPROXIMATE ACP TONNAGE: 2,770 TONS

PLAN

SCALE: 1" = 2500' N

CASCADE HWY

S WILDCAT RDS DRAKE RD

S OSTER RD

S MONTE CRISTO RD

D S

R D

LIO

R D

MAR

Y R

AGON RD NE

E MARQUAM RD NE

CLACKAMAS COUNTY

MARION COUNTY

BUTTE CREEK

MARQUAM

PCMS 1

1 2 3 5

DETOUR

END

M4-9L 30"x24"

M20-2 (MOD)

48"x48"

M4-9R 30"x24"

ROAD CLOSED

LOCAL ACCESS ONLY

TO THRU TRAFFIC

R11-4 60x30

(Mount on BIII)

W20-1 36"x36"

(SUGGESTED MESSAGE)

(LOCATE AS DIRECTED)

(3 REQUIRED)

1 2 3

4 5 6

7 8

30x24

30x36

PORTABLE CHANGEABLE MESSAGE SIGN

SCALE: NTS

PCMS 1

WORK ZONE

DETOUR ROUTE

TEMPORARY TRAFFIC CONTROL SIGN

TEMPORARY TYPE 3 BARRICADE

LEGEND

DOMINIC RD NE

R D

N E

S NOW

LENS BRIDGE RD

S R

NOTES

1. IMPLEMENT TRAFFIC CONTROL AS INDICATED. PROVIDE ADDITIONAL TRAFFIC

CONTROL MEASURES ACCORDING TO THE CURRENT EDITION OF THE MUTCD,

ODOT, AND OTTCH AS NECESSARY TO COMPLETE THE WORK.

2. SUBMIT A JOB-SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL FROM:

· CLACKAMAS COUNTY

· ODOT

· MARION COUNTY

3. TO DETERMINE SIGN SPACING, TAPER AND BUFFER LENGTHS, SEE ODOT

STANDARD DRAWING NO. TM800.

4. ADVANCE WARNING SIGN LOCATIONS MAY VARY BASED ON LIMITS OF ACTIVE

CONSTRUCTION.

5. FOR DETAILS NOT SHOWN, SEE ODOT STANDARD DRAWINGS NOS. TM800,

TM820, TM821, TM822, TM840, TM841, TM850, AND TM855.

6. ANY PROPOSED CHANGES TO DETOUR SHOWN REQUIRES APPROVAL FROM

CLACKAMAS COUNTY ENGINEER.

7. PROVIDE SPOTTERS AT CLOSURE TO DIRECT TRAFFIC DURING WORK HOURS.

PROVIDE FLAGGERS

AS NEEDED TO MONITOR

DRIVEWAYS AND INTERSECTIONS

TO PREVENT ERRANT VEHICLE

MOVEMENTS DURING TWO-LANE,

TWO-WAY ROADWAY TRAFFIC CONTROL

OPERATIONS. INCLUDE "WAIT FOR

FLAGGER" (CR4-23) SIGN ON CONICAL

MARKER AT EACH DRIVEWAY.

DRAKE RD

CLOSURE MMM-DD

PCMS 1

2 WEEK ADVANCED NOTICE

PRIOR TO CONSTRUCTION:

DURING CONSTRUCTION: DRAKE RD

CLOSED

USE

C/L

18' OR AS SHOWN OR DIRECTED

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-01-02.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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EXIST AGG BASE

(SEE TABLE 1 ON SHT C-02)

EXIST SUBGRADEEXIST AC PVMT & OIL MAT, (TYP)

(SEE TABLE 1 SHEET C-02)

TACK EXIST SURFACE AND

LEVELING COURSE SURFACE

BEFORE PLACING NEW ACP

1" - 0 " LEVELING COURSE AND 3" OVERLAY WITH FIBERS TYPICAL SECTION

SCALE: NTS

TYPICAL SECTION SHOWN

(SEE SHEET C-06 THROUGH C-23 FOR LOCATIONS OF VARIATIONS TO SECTION WIDTHS AND DIMENSIONS)

L S

E C

N S

C-01

2% MIN 2% MIN

NOTES:

1. PRIOR TO CONSTRUCTION SCHEDULE PRE-PAVE WALK THROUGH WITH COUNTY.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS, THE INSPECTOR MAY DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE PAVEMENT

REPAIR, AND SUBGRADE STABILIZATION, SEE PAVING DETAILS ON SHEET C-03.

3. GRADE ASPHALT TO MAINTAIN POSITIVE DRAINAGE OR CREATE POSITIVE DRAINAGE AS NEEDED OR DIRECTED.

AGGREGATE SHOULDER

DETAIL, SEE DET 6 SHT C-03

AS DIRECTED (TYP.)

LEVEL 2, 1/2 INCH DENSE ACP MIXTURE W/

PG 64-22 ASPHALT W/ FIBERS,

3" THK

LEVEL 2, 1/2 INCH DENSE ACP MIX W/ PG

64-22 ASPHALT IN LEVELING W/ FIBERS,

1" AVG THK

PAVEMENT EDGE

RESTORATION DETAIL,

SEE DET 5 SHT C-03

EXIST GRADE

FINISH GRADE

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-01-02.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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NOTES:

1. PARTIAL-DEPTH RECONSTRUCTION, SPOT GRINDING, AND OTHER SURFACING REMOVAL WILL LIKELY RESULT IN A REMAINING AGGREGATE BASE THICKNESS THAT IS NOT ADEQUATE TO SUPPORT CONSTRUCTION TRAFFIC BASED ON THE SUBGRADE STRENGTH PROPERTIES. CONSTRUCTING TRAFFIC TRAVELING ON INADEQUATE AGGREGATE BASE PRESENTS RISKS OF PUMPING AND SUBGRADE DISTURBANCE. CONTRACTOR TO SUBMIT A SUBGRADE PROTECTION PLAN PER SECTION 00610.

2. TRAFFIC IS NOT ALLOWED ON THE COLD PLANED SURFACE. BEFORE OPENING THE AREA TO TRAFFIC, PAVE THE SURFACE ACCORDING TO 00744.51. MAXIMUM DURATION TRAFFIC IS ALLOWED TO DRIVE ON THE NEW ACP BASE LIFT IS 5-CALENDAR DAYS.

3. FIELD VERIFY PAVEMENT CONDITION WITH ENGINEER AFTER COLD PLANING. CONSTRUCT ADDITIONAL PAVEMENT RESTORATIONS AS DIRECTED PRIOR TO BASE LIFT PAVING. SEE SURFACING REMOVAL, GRADING AND PAVING NOTES, NOTE 1 ON

SHEET G-02 FOR DETAILS.

C O

R E

T A

C-02

TABLE 1

STREET NAME PAVEMENT

CORE NO. STREET WIDTH

EXISTING ASPHALT CONCRETE

THICKNESS (AS CORED)

EXISTING OIL MAT THICKNESS

(AS CORED)

EXISTING AGG BASE THICKNESS

(AS CORED) PAVEMENT CORE STATION

S DRAKE ROAD MARQ-1 17'-18'± 0.75" NOT OBSERVED 6.25" A7+20

S DRAKE ROAD MARQ-2 17'-18'± 0.75" NOT OBSERVED 8.25" A16+50

S DRAKE ROAD MARQ-3 17'-18'± 0.75" 1" 8.25" A23+50

S DRAKE ROAD MARQ-4 17'-18'± 1" 1.5" 4.5" A37+60

S DRAKE ROAD MARQ-5 17'-18'± 1" NOT OBSERVED 5" A48+60

S DRAKE ROAD MARQ-6 17'-18'± 1" 2" 6" A57+00

S DRAKE ROAD MARQ-7 17'-18'± 1" NOT OBSERVED 4" A68+30

S DRAKE ROAD MARQ-8 17'-18'± 1" NOT OBSERVED 5" A76+00

S DRAKE ROAD MARQ-9 17'-18'± 0.75" 2.5" 2.75" A84+25

S FARM ROAD MARQ-10 17'-18'± 1" NOT OBSERVED 5" B9+00

S FARM ROAD MARQ-11 16'-17'± 1" 3.25" 1.75" B22+10

S FARM ROAD MARQ-12 16'-17'± 1.25" NOT OBSERVED 4.75" B35+00

S FARM ROAD MARQ-13 17'-18'± 1" 2" 3" B46+10

S FARM ROAD MARQ-14 16'-17'± 1.25" 1" 4.75" C11+40

S FARM ROAD MARQ-15 16'-17'± 1" 0.5" 1.5" C24+50

S FARM ROAD MARQ-16 16'-17'± 1.25" 1.25" 5.5" C34+20

S FARM ROAD MARQ-17 17'-18'± 4.25" NOT OBSERVED 1.75" C47+10

S DRAKE ROAD MARQ-18 17'-18'± 1.25" 1.25" 3.5" A33+00

2026.04.21 10:07:16-07'00'

ACP OVERLAY

SLP. VARIES

MATCH

OVERLAY

SLP.

SLP. 3:1 MAX

AGG BASE,

8" THK

MATCH PROP ACP DEPTH. MIXTURE

SHALL MATCH OVERLAY MIXTURE

EXIST GRADE

EXIST

SUBGRADE

GEOTEXTILE

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-03-06.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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12-INCH SUBGRADE STABILIZATION

SCALE: NTS

ACP SPOT GRIND AND INLAY

SCALE: NTS

NOTES:

1. LOCATION AS DIRECTED BY THE ENGINEER.

2. TO BE USED WHEN PREVIOUS PAVEMENT ACTIVITIES REVEAL POOR SUBGRADE

CONDITIONS OR AS DIRECTED BY THE ENGINEER.

AGGREGATE SHOULDER DETAIL

SCALE: NTS

PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING INITIAL

COLD PLANE PAVEMENT REMOVAL OPERATIONS, MILL EXISTING ASPHALT

TO DEPTH AND LIMITS AS DIRECTED BY THE ENGINEER. REPLACE WITH

ACP MIXTURE TO EXISTING ACP DEPTH. ACP MIXTURE SHALL MATCH

OVERLAY MIXTURE. MAX ADDITIONAL SPOT GRIND OF 2" DEPTH, IF

ADDITIONAL GRIND DEPTH REQUIRED USE 12" SUBGRADE STABILIZATION.

EXIST ACP

EXIST AGG BASE

SURFACE IMPROVEMENTS AS

SHOWN ON PLANS

EXIST

SUBGRADE

MAX 2" ADDITIONAL

MILLING DEPTH

SHOULDER AGG - 1 1/2"-0

EXIST SHOULDER

MAINTAIN EXIST PVMT WIDTH

EXIST EDGE OF PAVEMENT

1' 1'

SUBGRADE

GEOTEXTILE, WOVEN

EXIST

SUBGRADE

EXIST

SURFACE

SUBGRADE STABILIZATION

(AGG SUBBASE)

EXIST SURFACE

2' - 4' OR AS

DIRECTED

NOTES:

1. LOCATION AS DIRECTED BY THE ENGINEER.

2. LOCATIONS MAY REQUIRE ASPHALT CONCRETE PAVEMENT REPAIR AND/OR SUBGRADE

STABILIZATION IF SOFT AT DEPTH.

MULTI-LAYER PAVEMENT

CONSTRUCTION, SEE

SHT C-01

PREPARE EXIST

SHOULDER MATERIAL

AGGREGATE BASE RESTORATION

SCALE: NTS

AS MARKED

BY INSPECTOR

AGG BASE, 3/4"-0 OR 1 1/2"-0,

2" THK WHERE POSSIBLE OR

AS NEEDED

PAVEMENT EDGE RESTORATION

SCALE: NTS

REMOVE LOOSE PAVEMENT FRAGMENTS.

SWEEP LOOSE DEBRIS AS DIRECTED.

ASPHALT APPROACH WITH

ASPHALT DRIVEWAY

SCALE: NTS

2' - 6' OR AS MARKED BY

INSPECTOR (WHERE REQ'D)

EXIST

ROADWAY

ACP

EXIST ACP D/W

ACP

OVERLAY

TAPER LEVELING AND

WEARING COURSE SAND SEAL

JOINT

APPROACH

ASPHALT APPROACH WITH

AGGREGATE DRIVEWAY

SCALE: NTS

2' - 6' OR AS MARKED BY

INSPECTOR (WHERE REQ'D)

N O

R M

E O

EXIST

AGG

D/W

ACP

OVERLAY

TAPER LEVELING

COURSE

APPROACH TAPER 2"

IN 2'

O F

TAPER WEARING

COURSE TO 2" THK

3/4"-0" AGGREGATE

BASE

APPROACH

RECONDITION EXIST

APPROACH

EXIST ACP

LEVELING COURSE

EXIST AGG BASE

EXIST ACP

EXIST AGG BASE

EXIST ACP

LEVELING COURSE

EXIST AGG BASE

PREPARE BASE TO

ORIGINAL PAVEMENT

EDGE OF ROAD

8-INCH ACP REPAIR

SCALE: NTS

NOTES:

1. LOCATION AS DIRECTED BY THE ENGINEER..

2. LOCATIONS MAY REQUIRE SUBGRADE STABILIZATION IF SOFT AT DEPTH.

NOTES:

1. LOCATION AS SHOWN OR AS DIRECTED BY THE ENGINEER.

18' MIN PVMT WIDTH, UNLESS OTHERWISE SHOWN

MATCH

EXIST SLP

AS MARKED

BY INSPECTOR

18' MIN PVMT WIDTH, UNLESS OTHERWISE SHOWN

MATCH

EXIST SLP

NOTES:

1. LOCATION AS SHOWN OR AS DIRECTED BY THE ENGINEER.

EXIST

ROADWAY

ACP

REMOVE EXIST CONC TO BASE ROCK

EXIST CONC D/W

RECONDITION EXIST

SURFACE

ASPHALT APPROACH WITH

CONCRETE DRIVEWAY

SCALE: NTS

NOTES:

1. GRADE ASPHALT TO MAINTAIN

POSITIVE DRAINAGE.

6' OR AS MARKED BY INSPECTOR

(WHERE REQ'D)

EXIST

ROADWAY

ACP

ACP OVERLAY

TAPER LEVELING

COURSE

APPROACH

SAWCUT AT EXTENTS

OF CONC REMOVAL

LEVELING COURSE

EXIST GRADE

EXIST PVMT

GRINDING / REMOVAL

EXIST AGG BASERECONDITION

EXIST AGG BASE

GRIND

DEPTH

LENGTH, L, AS SHOWN ON PLANS

0.75 x L (TAPERED GRIND) 0.25 x L (NO GRIND)

EXIST GRADE

EXIST ACP

AND OIL MAT

ASPHALT PAVEMENT OVERLAY

ACP LEVELING

COURSE

LENGTH, L, AS SHOWN ON PLANS

L / 2

2" ACP WEARING COURSE

2" LEVELING COURSE

L / 4

TRANSITION TO TYPICAL

OVERLAY SECTION

3" ACP WEARING COURSE

1" - 0" ACP LEVELING COURSE

SEE "EDGE DETAIL"

L / 4

TRANSITION TO

2.5" ACP WEARING COURSE

1.5" ACP LEVELING COURSE

2.5"

1.5"

ACP WEARING

COURSE

EDGE DETAIL, SEE

ODOT STD DWG

RD610

NOMINAL DEPTH

AS SHOWN

SAWCUT & SEAL

EDGE DETAIL

LEGEND

ACP LEVELING COURSE W/ FIBERS

ACP WEARING COURSE W/ FIBERS

EXIST ACP AND OIL MAT (SEE TABLE 1 ON SHT C-02)

EXIST AGG BASE (SEE TABLE 1 ON SHT C-02)

GRINDING / REMOVAL OF EXIST ACP, OIL MAT, AGG BASE

EXIST GRADE

EXIST ACP

GRINDING / REMOVAL

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-03-06.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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ACP OVERLAY TRANSITION - MODIFIED METHOD 'C'

SCALE: NTS

INSTALL PER ODOT STANDARD DRAWING TM530

S-2 2'

STOP BAR

2' WHITE BAR

NOTE: PAVE ACP LEVELING COURSE

PRIOR TO OPENING AREA TO

THROUGH-CONSTRUCTION TRAFFIC.

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-03-06.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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INSTALL MONUMENT FRAME AND

COVER PER COUNTY DWG NO. M150

EXIST

AGG BASE

EXIST SUBGRADE

ADJUST MONUMENT PIN VERTICALLY

AS NECESSARY. DO NOT ADJUST

MONUMENT HORIZONTALLY.

EXIST PIN, BAR, ROD,

CAP, ETC.

LEVEL 2, 1/2" DENSE ACP MIXTURE

TO MATCH EXIST ACP DEPTH

EXIST

AGG BASE

EXIST SUBGRADE

ADJUST MONUMENT PIN VERTICALLY

AS NECESSARY TO AVOID DAMAGE

DURING SURFACE REMOVALS OR

GRINDING OPERATIONS. DO NOT

ADJUST MONUMENT HORIZONTALLY.

SURVEY PIN ADJUSTMENT

SCALE: NTS

EXISTING CONDITION EXISTING CONDITION

PROPOSED CONDITIONPROPOSED CONDITION

EXIST ACP

ACP OVERLAY

EXIST ACP

ACP OVERLAY

EXIST ACP

REMOVE EXIST ACP BY HAND METHOD.

DO NOT DISTURB CAP IF PRESENT.

MONUMENT BOX INSTALLATION

SCALE: NTS

EXIST PIN, BAR, ROD,

CAP, ETC.

EXIST ACP

REMOVE EXIST ACP BY HAND METHOD.

DO NOT DISTURB CAP IF PRESENT.

NOTE: SEE CLACKAMAS

COUNTY STD DWG M150.

AGG

A1+00 A2+00 A3+00 A4+00 A5+00 A6+00

AGG

AGGAGG

A7+00 A8+00 A9+00 A10+00 A11+00 A12+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

E S

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TTE C

EEK

M A

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S DRAKE RD

7305 NO

SITUS

SITUS 7419

1"-0" LEVELING

COURSE AND 3"

OVERLAY WITH

FIBERS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

MARION COUNTY

BRIDGE #6208A

MODIFIED METHOD 'C' OVERLAY TRANSITION, L=400'

STA 5+93

END ACP OVERLAY TRANSITION

METHOD 'C'

APPROX R/W

PAVE UP TO EXIST BRIDGE

(COUNTY LINE). PROTECT

EXIST BRIDGE STRUCTURE.

APPROX R/W

APPROX R/W APPROX R/W

APPROX R/W

KEY NOTES:

1 FOLLOWING PAVEMENT PLACEMENT, SAWCUT 1.5" DEEP,

0.5" WIDE. FILL WITH HOT APPLIED JOINT SEALANT PER

"APPROACH WITH ASPHALT PAVEMENT ON BRIDGE

DETAIL" (ODOT STD DWG BR165)

MAINTAIN AND PROTECT EXIST CATCH BASIN. INSTALL

TYPE 3 INLET PROTECTION, SEE ODOT STD DWG 1010

STA A1+93

BEGIN DRAKE RD

PROJECT PAVING LIMITS

BEGIN ACP OVERLAY

TRANSITION METHOD 'C'

SEE DET 1 SHT C-04

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

MARQ-1

' 18

4"-0" GRIND

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

GRADES AS NOTED

CONC

A12+00 A13+00 A14+00 A15+00 A16+00 A17+00

CONC

A18+00 A19+00 A20+00 A21+00 A22+00 A23+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

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M A

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C-

S DRAKE RD

M A

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P A

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A N

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S DRAKE RD

M A

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C-

SITUS

7419 NO

SITUS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

KEY NOTES:

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

2 RESET AND PROTECT EXIST MON BOX. COOR'D W/ COUNTY

SURVEYOR TO RESET MON BOX TO FG. SEE STD DWG M150.

APPROX R/W

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

MARQ-2

1/4 SECTION CORNER

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

A23+00 A24+00 A25+00 A26+00 A27+00 A28+00

B2 +0

CONC

A29+00 A30+00 A31+00 A32+00 A33+00 A34+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

E S

M A

E S

C-

S DRAKE RD

M A

E S

P A

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A N

D N

C-08

S DRAKE RD

M A

E S

C-

S F

A R

M R

MATCHLINE STA B3+00

SEE SHEET C-14

SITUS

1"-0" LEVELING COURSE AND

3" OVERLAY WITH FIBERS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY DIRECT

ADDITIONAL RESTORATIONS AS NECESSARY TO ADDRESS

EXISTING PAVEMENT DEFICIENCIES. WORK MAY INCLUDE SPOT

GRIND AND INLAY, ASPHALT CONCRETE PAVEMENT REPAIR OR

SUBGRADE STABILIZATION. SEE PAVING DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY TRANSITIONS

SHOWN ON THE PLANS ARE VISUALS FOR ESTIMATING PURPOSES

ONLY. DRIVEWAYS SHALL BE BUILT PER THE INSPECTOR'S FIELD

LAYOUT. SEE PAVING DETAILS ON SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR ADJACENT

TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO EXISTING SITE

FEATURES WILL BE REPAIRED OR REPLACED AT CONTRACTOR'S

EXPENSE.

5. FOR SURFACE REMOVAL AREAS, PAVE ACP LEVELING COURSE

PRIOR TO OPENING AREA TO THROUGH-CONSTRUCTION TRAFFIC.

CONSTRUCTION NOTES:

RAISE GRADE 4" FROM PT TO PC OF RADIUS.

TAPER TO MATCH EXIST AT C/L AND MATCH

POINTS. COOR'D W/ INSPECTOR DURING

LAYOUT.

APPROX R/W

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

KEY NOTES:

MAINTAIN AND PROTECT EXIST CULVERT

REMOVE EXIST SURFACE - 2" DEPTH

RECONDITION AND REGRADE EXIST ROADWAY

CONSTRUCT EXTRA AGG BASE FOR GRADE ADJUSTMENT

RESTORE GRADE WITH AGG BASE PRIOR TO OVERLAY

COOR'D W/ INSPECTOR DURING LAYOUT

ADJUST EXIST MON PIN, SEE DET 1 SHT C-05

INSTALL MON BOX, SEE DET 2 SHT C-05

MAINTAIN AND PROTECT EXIST MON

8 9

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

GRADES AS NOTED

MARQ-3

MARQ-18

100' TRANSITION TO

2" LEVELING COURSE

AND 2" OVERLAY

WITH FIBERS

2" LEVELING COURSE AND

2" OVERLAY WITH FIBERS

100' TRANSITION

1"-0" LEVELING

COURSE

AND 3" OVERLAY

WITH FIBERS

A34+00 A35+00 A36+00 A37+00 A38+00 A39+00

A40+00 A41+00 A42+00 A43+00 A44+00 A45+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 9:59 AM By: Matt Emmett

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PLAN

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PLAN

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M A

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SITUS

SITUS 8144

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

APPROX R/W

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

KEY NOTES:

2 RESET AND PROTECT EXIST MON BOX. COOR'D W/ COUNTY

SURVEYOR TO RESET MON BOX TO FG. SEE STD DWG M150.

2 SECTION CORNER

MARQ-4

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

ACP

ACP CONC

AGG

A45+00 A46+00 A47+00 A48+00 A49+00 A50+00

AGG

A51+00 A52+00 A53+00

A54+

A5 5+

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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PROFESSIONA

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RENEWS 12-31-27

PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

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MATCHLINE STA A55+75

SEE SHEET C-11

S DRAKE RD

M A

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P A

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A N

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C-10

S DRAKE RD

M A

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C-

SITUS

8144 NO

SITUS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR ADJACENT

TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO EXISTING

SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

APPROX R/W

KEY NOTES:

MAINTAIN AND PROTECT EXIST CULVERT

MAINTAIN AND PROTECT EXIST MON

STA 55+05, 9' LT

END 136' RADIUS

STA 55+01, 9' RT

END 149' RADIUS

STA 52+82, 9' RT

BEGIN 149' RADIUS

STA 52+78, 10' LT

BEGIN 136' RADIUS

REDUCE INSIDE RADIUS TO 136' AND

REGRADE AS NEEDED TO ACHIEVE

PLANARITY IN ROAD SECTION

(APPROX EXIST R = 141')

REDUCE OUTSIDE

RADIUS TO 149'

(APPROX EXIST R = 158')

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

20'

18'

ROADWAY WIDENS TO 20'

WIDTH THROUGH THE CURVE

MARQ-5

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

A56+00 A57+00 A58+00

A59+00

A60+00

A6 1+

AGG

A62+00 A63+00 A64+00 A65+00 A66+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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PLAN

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PLAN

SCALE: 1" = 50'

M A

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M A

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MATCHLINE STA A61+25

SEE BELOW

P A

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S DRAKE RD

M A

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C-

8141 NO

SITUS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

KEY NOTES:

MAINTAIN AND PROTECT EXIST CULVERT

ADJUST EXIST MON PIN, SEE DET 1 SHT C-05

MAINTAIN AND PROTECT EXIST MON

STA 60+87, 9' RT

END 171' RADIUS

STA 58+31, 9' RT

BEGIN 171' RADIUS

REDUCE OUTSIDE

RADIUS TO 171'

(APPROX EXIST R = 176')

MAINTAIN EXIST

INSIDE RADIUS

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

20'

18'

ROADWAY WIDENS TO 20'

WIDTH THROUGH THE CURVE

MARQ-6

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

2026.04.21 10:07:17-07'00'

CONC

A67+00 A68+00 A69+00 A70+00 A71+00 A72+00

AGG AGG

A73+00 A74+00 A75+00 A76+00 A77+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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RENEWS 12-31-27

PLAN

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PLAN

SCALE: 1" = 50'

M A

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M A

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M A

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SITUS

8430 NO

SITUS

8535 8643

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

KEY NOTES:

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

3 MAINTAIN AND PROTECT EXIST CULVERT

ADJUST EXIST MON PIN, SEE DET 1 SHT C-05

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

7 8

MARQ-7

MARQ-8

' 18

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

AGG

A78+00 A79+00 A80+00 A81+00

A82+00

A83+00

A83+00 A84+00 A85+00 A86+00 A87+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-07-14.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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PROFESSIONA

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RENEWS 12-31-27

PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

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S DRAKE RD

MATC

HLIN

E S

E B

P A

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A N

D N

C-13

S DRAKE RD

M A

E S

C-

C A

S C

A D

E H

W Y

SITUS

SITUS 8693

36937

36971

36937

36950

SITUS

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

1"-0" LEVELING COURSE

AND 3" OVERLAY WITH FIBERS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL

SECTION SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE

PAVING DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT

PER THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS

ON SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE

TO EXISTING SITE FEATURES WILL BE REPAIRED OR

REPLACED AT CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

STA A83+80

BEGIN ACP OVERLAY

TRANSITION METHOD 'C'

SEE DET 1 SHT C-04

KEY NOTES:

MAINTAIN AND PROTECT EXIST CULVERT

REMOVE EXIST SURFACE - 4" DEPTH

RECONDITION EXIST ROADWAY

CONST EXTRA AGG BASE FOR GRADING

COOR'D W/ INSPECTOR DURING LAYOUT

PAVEMENT MARKING NOTES:

1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT

WITH PER SHT C-04.

2. RECORD EXISTING PAVEMENT MARKINGS AND

REPLACE MARKINGS UNLESS OTHERWISE SHOWN OR

DIRECTED BY THE ENGINEER. CONTRACTOR SHALL

COORDINATE LAYOUT WITH INSPECTOR PRIOR TO

PLACEMENT.

STA A86+10

END DRAKE RD

PROJECT PAVING LIMITS

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

RAISE GRADE APPROX 10" AT

MIDPOINT OF RADIUS. TAPER TO

MATCH EXIST AT EXTENTS. COOR'D

W/ INSPECTOR DURING LAYOUT.

MARQ-9

MODIFIED METHOD 'C'

OVERLAY TRANSITION,

L=200'

STA A85+80

END ACP OVERLAY

TRANSITION METHOD 'C'

SEE DET 1 SHT C-04

4" REMOVE / REPLACE

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

GRADES AS NOTED

4"-0" GRIND

A2 6+

B1+00 B2+00

B3+00 B4+00 B5+00 B6+00

B7+00 B8+00 B9+00 B10+00 B11+00 B12+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-15-24.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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PLAN

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PLAN

SCALE: 1" = 50'

M A

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M A

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C-

S FARM RD

M A

E S

P A

G P

A N

D N

C-14

S D

R A

K E

R D

S FARM RD

MATCHLINE STA A27+75

SEE SHEET C-08

MATCHLINE STA A25+75

SEE SHEET C-08

SITUS

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

APPROX. R/W

APPROX. R/WSTA B2+52

BEGIN FARM RD

PROJECT PAVING LIMITS

MARQ-10

SEE

SHT C-08

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

GRADES AS NOTED

100' TRANSITION FROM

2" LEVELING COURSE

AND 2" OVERLAY

1"-0" LEVELING COURSE

AND 3" OVERLAY

WITH FIBERS

B12+00 B13+00 B14+00 B15+00 B16+00 B17+00

AGG

B18+00 B19+00 B20+00 B21+00 B22+00 B23+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-15-24.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

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RENEWS 12-31-27

PLAN

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PLAN

SCALE: 1" = 50'

M A

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M A

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C-

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M A

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P A

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A N

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N N

S FARM RD

M A

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C-

SITUS

36709

36612

36709

36612

36645 7501

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR SUBGRADE STABILIZATION. SEE PAVING

DETAILS ON SHEET C-03.

3. ASPHALT, AGGREGATE, AND CONCRETE DRIVEWAY

TRANSITIONS SHOWN ON THE PLANS ARE VISUALS FOR

ESTIMATING PURPOSES ONLY. DRIVEWAYS SHALL BE BUILT PER

THE INSPECTOR'S FIELD LAYOUT. SEE PAVING DETAILS ON

SHEET C-03.

4. PROTECT EXIST SITE FEATURES OUTSIDE OF AND/OR

ADJACENT TO WORK SHOWN ON DRAWINGS. ANY DAMAGE TO

EXISTING SITE FEATURES WILL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

CONSTRUCTION NOTES:

1"-0" LEVELING COURSE AND 3" OVERLAY WITH FIBERS

APPROX. R/W

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

APPROACH, SEE

CONSTRUCTION

NOTE 3, TYP

MARQ-11

LEGEND

ASPHALT CONCRETE PAVING,

SEE TYPICAL SECTION, SHT C-01

APPROXIMATE 2 INCH SPOT GRIND AND

INLAY RESTORATION AREA, SEE

CONSTRUCTION NOTE 2 THIS SHT (TYP)

SAWCUT

EXISTING PAVEMENT DRAINAGE FLOW

ASPHALT APPROACH WITH AGGREGATE

DRIVEWAY, SEE DET 7 SHT C-03

ASPHALT APPROACH WITH ASPHALT

DRIVEWAY, SEE DET 8 SHT C-03

ASPHALT APPROACH WITH CONCRETE

DRIVEWAY, SEE DET 9 SHT C-03

PAVEMENT EDGE RESTORATION

SEE DET 5 SHT C-03

AGGREGATE BASE RESTORATION

SEE DET 4 SHT C-03

REMOVAL OF SURFACINGS. ADJUST

AGG AGG

B23+00 B24+00 B25+00 B26+00 B27+00 B28+00

AGG

CONC

AGG

B29+00 B30+00 B31+00 B32+00 B33+00 B34+00

Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Marquam\D252068OR_MAR-C-15-24.dwg, Plotted Date: April 21, 2026 10:00 AM By: Matt Emmett

R E

S C

K A

M A

S C

O U

M A

R Q

U A

M P

A V

P R

C T

101641PE

OREGON

E N G I N E E R

M A

T T HEW D O UG L A S EMMET

S E

PT EMB ER 12 , 2

0 2

PROFESSIONA

TERED

RENEWS 12-31-27

PLAN

SCALE: 1" = 50'

PLAN

SCALE: 1" = 50'

M A

E S

M A

E S

C-

S FARM RD

M A

E S

P A

G P

A N

D N

C-16

N N

S FARM RD

M A

E S

C-

36612

36398

36493

36398

36493

1. FOR ROADWAY PAVING IMPROVEMENT, SEE TYPICAL SECTION

SHEET C-01.

2. PRIOR TO PAVEMENT OVERLAY OPERATIONS OR FOLLOWING

PAVEMENT REMOVAL OPERATIONS, THE INSPECTOR MAY

DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO

ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY

INCLUDE SPOT GRIND AND INLAY, ASPHALT CONCRETE

PAVEMENT REPAIR OR…

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File details come from the government source that posted it. Updated Jun 11, 2026.