Plans.pdf
PDF 25 MB Posted
- Attached to
- BID 2026-52 Bakers Ferry Road Paving Project
- Solicitation number
- S-C01010-00017121
- Issued by
- Oregon
About this file
This is a set of construction plans prepared for Clackamas County Department of Transportation and Development for the Bakers Ferry Road Paving Project (CI-3-26409) in Oregon. The project involves asphalt oiling and paving, pavement markings, miscellaneous highway appurtenances, and temporary traffic control along S Bakers Ferry Road. The work includes a 4-inch asphalt concrete pavement (ACP) overlay with fibers using PG 64-22 asphalt in two lifts across approximately 145 stations of roadway, with typical pavement widths of 20 to 24 feet. Additional work includes cold plane pavement removal (0-4 inches depth), spot grind and inlay operations, subgrade stabilization where needed, catch basin adjustments, guardrail installation and modifications (including Midwest Guardrail System components and Type F concrete rail transitions), delineator installation, and pavement marking installation per Oregon Department of Transportation (ODOT) standards. The project also requires temporary traffic control measures including portable changeable message signs (PCMS), pilot car operations, and detailed phasing plans to maintain access and minimize public impact.
The plans specify that the contractor must coordinate with the County prior to construction and prepare a detailed traffic control plan conforming to the Manual on Uniform Traffic Control Devices (MUTCD). Existing pavement conditions vary significantly across the project corridor, with asphalt depths ranging from 4 to 6.5 inches and aggregate base depths from 0 to 4 inches based on core samples taken at multiple stations. Key construction requirements include protection of survey monuments per Oregon Revised Statutes, maintenance of positive drainage, protection of existing site features, and compliance with Oregon utility notification rules. The project is scheduled for summer 2026 based on paving signs detailed in the plans. The plans reference multiple ODOT standard drawings for guardrail systems, pavement details, and traffic control devices, indicating the project must conform to state highway standards and specifications current through November 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
CLACKAMAS
INDEX OF SHEETS
G-01 COVER SHEET
G-02 GENERAL NOTES AND LEGEND
C-01 TYPICAL SECTIONS & CORE TABLE
C-02 TO C-04 PAVING DETAILS
C-05 TO C-18 PAVING PLAN AND NOTES
T. 2S, R. 3E SEC. 20, 21, & 22
OREGON
ONE SW COLUMBIA STREET, SUITE 1700
PORTLAND, OREGON 97258
P 503.225.9010
SITE
RIVER
SE
2N D
DR
HAPPY
VALLEY
PROJECT
LOCATION
DAMASCUS
HWY 212
CLACKAMAS HWY
S BAKERS FERRY RD
SPRINGWATER
S CLACKAMAS
S
HA
RD
IN
G
RD
S EADEN RD
S
GE
RB
ER
R D
RD
S
SE
A
MI
SI
GG
ER
R D
CLACKAMAS
HWYRIVER DR
S
BR
AD
LE
Y
RD
CLEAR CREEK
SUNNYSIDE RD
SE
SE
2N D
AV
E SE
2N
D
DR
SE
2N D
AV
E
CI-3-26409
BAKERS FERRY ROAD PAVING PROJECT
PLANS FOR PROPOSED PROJECT
ASPHALT OILING & PAVING, PAVEMENT MARKINGS, MISCELLANOUS HIGHWAY APPURTENANCES, AND TEMPORARY TRAFFIC CONTROL
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-G-01.dwg, Plotted Date: April 16, 2026 5:16 PM By: Angel Castro
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S SPRINGWATER RD
S HATTAN RD
S GRONLUND RD
S
S
S PROJECT INFO SIGN, SEE DETAIL SHEET G-02
S
S
ST
RO
W
BR
ID
GE
R
D
S
PCMS 1
PCMS 1
PCMS PORTABLE CHANGEABLE
MESSAGE SIGN, SEE SHEET G-02
LEGEND:
PCMS 1
PCMS 1
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-G-02.dwg, Plotted Date: April 16, 2026 5:16 PM By: Angel Castro
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G-02
GENERAL NOTES:
VERTICAL DATUM AND BASIS OF BEARINGS:
RIGHT-OF-WAY REPRESENTATION:
ODOT STANDARD DRAWINGS
(EFFECTIVE DATE: 06/01/2026 - 11/30/2026):
COUNTY STANDARD DRAWINGS:
1. INSTALL FOUR SETS (2 SIGNS PER SET) TEMPORARY PROJECT INFORMATION SIGNS PRIOR TO COMMENCING WITH WORK. MOUNT PAVING AND PROJECT INFORMATION SIGNS TO 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.
· RD401
· RD402
· RD405
· RD406
· RD407
· RD410
· RD412
· RD420
· RD610
· RD615
· RD1010
· BR200
· BR203
· TM502
· TM503
· TM515
· TM517
· TM530
· TM560
· TM570
· TM800
· TM810
· TM820
· TM821
· TM822
· TM840
· TM841
· TM850
SURFACING REMOVAL, GRADING AND PAVING NOTES :
1. PRIOR TO PAVEMENT OVERLAY OR FOLLOWING INITIAL COLD PLANE PAVEMENT REMOVAL
OPERATIONS, THE INSPECTOR MAY DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY INCLUDE SPOT GRIND AND INLAY DEPTH, ASPHALT
CONCRETE PAVEMENT REPAIR OR SUBGRADE STABILIZATION. CONTRACTOR SHALL SHOW
APPROPRIATE TIME AND RESOURCES IN THE PROJECT SCHEDULE TO COMPLETE THIS WORK.
2. GRADE ASPHALT TO MAINTAIN POSITIVE DRAINAGE.
3. CONSTRUCT ASPHALT CONCRETE PAVEMENT LEVELING COURSE AS SHOWN OR DIRECTED.
4. PRIOR TO PAVEMENT OVERLAY REMOVE STRIPING, DURABLE MARKINGS, REFLECTIVE PAVEMENT
MARKINGS, LEGENDS, AND BARS.
TRAFFIC CONTROL/PHASING NOTES :
1. CONTRACTOR SHALL FOLLOW AN APPROVED PHASING PLAN THAT MEETS THE MINIMUM REQUIREMENTS
AS SET FORTH IN THE CONTRACT DOCUMENTS. ANY PROPOSED PHASING THAT CONFLICTS WITH
REQUIREMENTS NOTED BELOW OR ELSEWHERE IN THE CONTRACT DOCUMENTS, SHALL BE APPROVED IN
WRITING BY THE COUNTY PRIOR TO BEGINNING WORK.
2. CONTRACTOR SHALL PHASE AND COORDINATE CONSTRUCTION TO MINIMIZE DELAYS AND IMPACTS TO
PUBLIC TRAFFIC, PUBLIC SERVICES (GARBAGE, MAIL, ETC.) AND PROPERTY ACCESS.
3. LOCAL ROADS WITHIN WORK ZONES MAY BE CLOSED TO THRU TRAFFIC DURING WORK HOURS BUT SHALL REMAIN ACCESSIBLE TO RESIDENTS, BUSINESSES AND SERVICE AT ALL TIMES. CONTRACTOR SHALL
PHASE THE WORK SO 2-WAY TRAFFIC IS MAINTAINED OUTSIDE OF WORK HOURS.
4. CONTRACTOR SHALL PREPARE A DETAILED TRAFFIC CONTROL PLAN CONFORMING TO THE
REQUIREMENTS OF THE CURRENT EDITION OF THE MUTCD AND THESE CONTRACT DOCUMENTS.
5. MAINTAIN ACCESS TO ADJOINING PROPERTIES AT ALL TIMES. PROVIDE ADVANCED NOTICE OF ALL ROAD
CLOSURES TO RESIDENTS, PUBLIC SERVICES, AND EMERGENCY SERVICES.
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"
4" 4"
4"
30"
4" 4"
PROJECT INFORMATION SIGNPAVING SIGN
· M150
· SWM-17
CHAIN LINK FENCE
SIDEWALK
TREE DECIDUOUS
FIRE HYDRANT ASSEMBLY
PULL BOX/JUNCTION BOX
CATCH BASIN/FIELD INLET
BENCHMARK
SIGN
WATER METER
CLEAN-OUT
GUY WIRE
UTILITY POLE
MANHOLE
EDGE OF PAVEMENT/ AC
TREE/BUSH LINE
SANITARY SEWER LINE
DRAINAGE DITCH/FLOW LINE
PROPERTY LINE
ROCK WALL
CURB
CULVERT
CENTERLINE
STORM DRAIN
CABLE TELEVISION
TELEPHONE/TELEMETRY
TOPOGRAPHIC LEGEND
ELECTRICITY (UNDERGROUND)
GAS
WATERLINE
EXISTING
S/W
MAILBOX
EDGE OF GRAVEL
TREE CONIFEROUS
RIGHT-OF-WAY
MONUMENT
BORE
IRON ROD
E
T
4"G
10"W
CATV
8"SS
8"SD
18"SD
EASEMENT
OVERHEAD UTILITY
FIBER OPTIC
COMMUNICATION
FO
COM
OVHD
CO
SS SD
R/W
TCW
STREET LIGHT
WOOD FENCE
IRWATER IRRIGATION VALVE
M
TRANSFORMER
ELECTRICAL METER
ELECTRICAL CABINET
GAS METER
GAS VALVE
PAVEMENT STRIPING
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVEMENT
ADJ ADJACENT
AGG AGGREGATE
APPRX APPROXIMATE
C/L CENTERLINE
CONC CONCRETE
COOR'D COORDINATE
DET DETAIL
DIR DIRECTED
DWG DRAWING
DWY DRIVEWAY
EOP EDGE OF PAVEMENT
EXIST EXISTING
GR GROUND/GRADE
HORIZ HORIZONTAL
LOC LOCATION
MAX MAXIMUM
MIN MINIMUM
MIX MIXTURE
MUTCD MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES
MON MONUMENT
ODOT OREGON DEPARTMENT OF
TRANSPORTATION
OLWS OAK LODGE WATER SERVICES
PC POINT OF CURVE
PROP PROPERTY
PVMT PAVEMENT
R/W RIGHT-OF-WAY
REQ'D REQUIRED
RDWY ROADWAY
S/W SIDEWALK
SD STORM DRAIN
SHT SHEET
STA STATION
STD STANDARD
TEMP TEMPORARY
THK THICK/THICKNESS
TYP TYPICAL
W/ WITH
WES WATER ENVIRONMENTAL
SERVICES
SLP SLOPE
ABBREVIATIONS
TOPOGRAPHIC LEGEND
SPOT GRIND & INLAY
ASPHALT CONCRETE PAVEMENT
PROPOSED
AGGREGATE
PROPOSED EDGE OF PAVEMENT
PAVEMENT DRAINAGE FLOW DIRECTION
SAWCUT
PROPOSED GUARDRAIL
(SUGGESTED MESSAGE)
(LOCATE AS DIRECTED)
(2 REQUIRED)
WAIT FOR
PILOT CAR
PILOT CAR SIGN
NOTES:
1. SIGN SHALL BE PLACED AT EACH
DRIVEWAY APPROACH WHEN A
PILOT CAR IS USED.
2. SIGN SHALL CONFORM TO ODOT
DRAWING CR4-20 OR CR4-20A.
PORTABLE CHANGEABLE MESSAGE SIGN
PCMS 1
BAKERS
FERRY
PAVING
MMM DD
TO
MMM DD
PCMS 1
2 WEEK
ADVANCED NOTICE:
DURING PAVING:
B-FERRY
PAVING
7AM-6PM
EXPECT
20 MIN
DELAYS
SURVEY NOTES :
1. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PRESERVED PER ORS 209.150 AND ORS 209.155.
2. SURVEY MONUMENTS OMITTED HEREIN ARE SUBJECT TO ORS 209.150 AND ORS 209.155.
C/L
MATCH EXIST SLP MATCH EXIST SLP
21'
C/L
MATCH EXIST SLP MATCH EXIST SLP
21'
COLD PLANE PAVEMENT REMOVAL
2" DEPTH, TYP
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-01-02.dwg, Plotted Date: April 16, 2026 5:16 PM By: Angel Castro
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EXIST AGG BASE
(SEE TABLE 1, THIS SHT)
EXIST SUBGRADE
EXIST AC PVMT
(SEE TABLE 1 ON THIS SHT) TACK EXIST SURFACE BEFORE
PLACING NEW ACP
NOTES:
1. PRIOR TO CONSTRUCTION SCHEDULE PRE-PAVE WALK THROUGH WITH COUNTY.
2. FOLLOWING PAVEMENT OVERLAY OPERATIONS, THE INSPECTOR MAY DIRECT ADDITIONAL RESTORATIONS AS NECESSARY TO ADDRESS EXISTING PAVEMENT DEFICIENCIES. WORK MAY INCLUDE ASPHALT CONCRETE PAVEMENT REPAIR AND SUBGRADE
STABILIZATION, SEE PAVING DETAILS ON SHEET C-02.
3. GRADE ASPHALT TO MAINTAIN POSITIVE DRAINAGE OR CREATE POSITIVE DRAINAGE AS NEEDED OR DIRECTED.
4" OVERLAY TYPICAL SECTION
SCALE: NTS
TYPICAL SECTION SHOWN
(SEE SHEET C-05 THROUGH C-18 FOR LOCATIONS OF VARIATIONS TO SECTION WIDTHS AND DIMENSIONS)
TY
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C/L
CONST. AGG SHOULDER
PER DET 4 SHT C-02 AS
DIRECTED (TYP.)
TABLE 1
STREET NAME PAVEMENT CORE STATION PAVEMENT
CORE NO. STREET WIDTH
EXISTING ASPHALT DEPTH
(AS CORED)
EXISTING AGGREGATE BASE DEPTH
(AS CORED)
S Bakers Ferry Rd 11+00 BAKE-1 21' 6.50" NO S Bakers Ferry Rd 37+00 BAKE-2 21' 5.50" 2.50" S Bakers Ferry Rd 68+00 BAKE-3 21' 4.75" 2.25" S Bakers Ferry Rd 92+00 BAKE-4 21' 6.50" 1.50" S Bakers Ferry Rd 115+00 BAKE-5 21' 6.50" 1.50" S Bakers Ferry Rd 135+00 BAKE-6 21' 4.00" 4.00"
EXIST GRADE
CONST. AGG SHOULDER
PER DET 4 SHT C-02 AS
DIRECTED (TYP.)
FINISH GRADE
LEVEL 2, 1/2 INCH DENSE ACP MIXTURE W/
PG 64-22 ASPHALT W/ FIBERS, 4" THK, 2 LIFTS
EXIST AGG BASE
(SEE TABLE 1, THIS SHT)
EXIST SUBGRADE
EXIST AC PVMT
(SEE TABLE 1 ON THIS SHT) TACK EXIST SURFACE BEFORE
PLACING NEW ACP
2" GRIND AND 4" OVERLAY TYPICAL SECTION - 70+50 TO 73+50
SCALE: NTS
C/L
CONST. AGG SHOULDER
PER DET 4 SHT C-02 AS
DIRECTED (TYP.)
EXIST GRADE
CONST. AGG SHOULDER
PER DET 4 SHT C-02 AS
DIRECTED (TYP.)
FINISH GRADE
LEVEL 2, 1/2 INCH DENSE ACP MIXTURE W/
PG 64-22 ASPHALT W/ FIBERS, 4" THK, 2 LIFTS
EXIST ACP
ACP OVERLAY
SLP. VARIES
MATCH
OVERLAY
SLP.
SLP. 3:1 MAX
12-INCH SUBGRADE STABILIZATION
SCALE: NTS
P A
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C-02
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
NOTES:
1. LOCATION AS DIRECTED BY THE ENGINEER.
2. LOCATIONS MAY REQURE SUBGRADE STABILIZATION IF SOFT AT DEPTH.
15" ASPHALT CONCRETE PAVEMENT REPAIR
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 15" ASPHALT CONCRETE
PAVEMENT REPAIR.
EXIST ACP
EXIST AGG BASE
SURFACE IMPROVEMENTS AS
SHOWN ON PLANS
EXIST
SUBGRADE
MAX 2" ADDITIONAL MILLING
DEPTH
SHOULDER AGGREGATE - 1 1/2"-0
EXIST SHOULDER
MAINTAIN EXIST PVMT WIDTH
EXIST EDGE OF PAVEMENT
EX
IS
T
AC
/S
TR
EE
T
PV
MT
S
EC
TI
ON
1' 1'
SUBGRADE
GEOTEXTILE, WOVEN
EXIST
SUBGRADE
EXIST
SURFACE
SUBGRADE STABILIZATION
(AGG SUBBASE)
AGG BASE,
10" THK
MATCH EXIST ACP DEPTH (5" MIN THKN).
MIXTURE SHALL MATCH OVERLAY MIXTURE EXIST SURFACE
EXIST SURFACE
EXIST
SUBGRADE
SAW CUT (TYP)
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-03-06.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
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GRADE AFTER
2" ACP SPOT GRIND
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
ODOT STD DWG RD615
4"
OV
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LA
Y
DE
PT
H
4"
IN
LA
Y
DE
PT
H
LENGTH AS SHOW ON PLANS
COLD PLANE PVMT REMOVAL
0-4" DEPTH
EXIST PVMT
SEE "EDGE DETAIL"
EXIST PVMT
EDGE DETAIL, SEE
ODOT STD DWG
RD610
NOMINAL DEPTH
AS SHOWN
SAWCUT & SEAL
P A
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C-03
EXIST ACP EXIST ACP
REMOVE EXIST ACP BY HAND.
DO NOT DISTURB CAP.
5" THK EXIST ACP 5" THK EXIST ACP
4" THK ACP OVERLAY 4" THK ACP OVERLAY
INSTALL MONUMENT FRAME AND
COVER PER COUNTY DWG NO. M150
AGG BASE
EXIST SUBGRADE
ADJUST MONUMENT PIN VERTICALLY
AS NECESSARY. DO NOT ADJUST
MONUMENT HORIZONTALLY.
METAL OR
PLASTIC CAP
MONUMENT BOX INSTALLATION
SCALE: NTS
ACP OVERLAY TRANSITION - "METHOD C"
SCALE: NTS
ASPHALT APPROACH WITH
ASPHALT DRIVEWAY
SCALE: NTS
6' OR AS MARKED BY
INSPECTOR (WHERE
REQ'D)
EXIST
ROADWAY
ACP
NO
RM
E
OP
EXIST ACP D/W
ACP
OVERLAY
FEATHER BASE AND
WEARING COURSE SAND SEAL
JOINT
APPROACH
ASPHALT APPROACH WITH
AGGREGATE DRIVEWAY
SCALE: NTS
2' OR AS MARKED BY
INSPECTOR (WHERE
REQ'D)
EXIST
ROADWAY
ACP
N O
R M
E O
P
EXIST AGG D/W
ACP
OVERLAY
FEATHER BASE
COURSE
APPROACH TAPER 2"
IN 2'
ED
GE
O F
AS
PH
AL
T
AP
PR
OA
CH
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-03-06.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
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ACP UNFEATHERED
WEARING COURSE 2"
THK
3/4"-0" AGGREGATE
BASE
APPROACH
RECONDITION EXIST
SURFACE
NOTES:
1. FOR DETAILS NOT SHOWN, SEE COUNTY DWG NO. M150.
2. SEE SURVEY NOTE 1, SHT G-02.
W-3
LL
40'40'
LL FOR CENTERLINE
4"
4"
D R-40
INSTALL PER STANDARD DRAWING TM530
S-2 2'
TAPER
TAPER
TOP OF PVMT.A A
SECTION A - A
PLAN VIEW
6"
LEVEL
CENTER PAVEMENT MARKER
IN LEVEL RECESS
TAPERTAPER
5 18" +/- 18"
RECESS LEVEL WITH
TOP OF PVMT
16" ± 116" FROM TOP OF PVMT TO
TOP OF MARKER
6" WHITE LINE STOP BAR - LARGE 2' WHITE
STOP BAR DOUBLE NO-PASS POSITIONING GUIDE REFLECTORS WITH TWO 4"
YELLOW LINES
4" YELLOW BI-DIRECTIONAL
TYPE I REFLECTOR
LEGEND
P A
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C-04
DIRECTION OF TRAVEL, INCREASING STATIONING OR THRU TRAFFIC
SIDE
LANE LINE DIMENSIONS ARE SHOWN ON THE STRIPING PLANS
BI-DIRECTION YELLOW MARKER REFLECTS YELLOW BOTH LEFT AND
RIGHT IN THIS SYMBOL
BI-DIRECTIONAL RECESSED PAVEMENT MARKER DETAIL
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-03-06.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
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REMOVE EXIST CONC TO BASE ROCK
NO
RM
E
OP
EXIST CONC D/W
RECONDITION EXIST
SURFACE
ASPHALT APPROACH WITH
CONCRETE DRIVEWAY
SCALE: NTS
NOTES:
1. GRADE ASPHALT TO MAINTAIN POSITIVE DRAINAGE.
SAW CUT AT EXTENTS
OF CONC REMOVAL
6' OR AS MARKED BY INSPECTOR
(WHERE REQ'D)
EXIST
ROADWAY
ACP
ACP
OVERLAY
FEATHER BASE COURSE
APPROACH
PRIOR TO OVERLAY, FABRICATE & PLACE
ADJUSTMENT FRAME TO MATCH FINISHED
CROSS SLOPE OF ROAD. FINAL GRATE
ELEVATION SHALL BE 1/4" BELOW NEW
PAVEMENT. PRESERVE FULL
FUNCTIONALITY OF CATCH BASIN
MATCH
CROSS
SLOPE
EXIST CB
OVERLAY
EXIST ACP
EXIST AGG BASE
CATCH BASIN ADJUSTMENT
SCALE: NTS
NOTES:
1. FRAMES SHALL BE IN ACCORDANCE WITH WES STANDARD DRAWING SWM-17
2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO INCLUDE MATERIALS AND WELDING
DETAILS TO MOUNT NEW FRAMES TO EXIST FRAMES FOR ADJUSTMENT.
3. WELDED FRAME SHALL REPLICATE THE FULL GRATE SUPPORT PROVIDED BY THE
EXISTING FRAME.
AG
G
AG
G
AG
G
0+75 1+00 2+00 3+00 4+00 5+00 6+0022
ACP ACP
ACP
6+00
7+00
8+00 9+00 10+00 11+00
BEGIN
STA 10+85
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M
AT
CH
LI
NE
S
TA
+2
SE
E
AB
OV
E
M
ATC
H
LIN
E STA 11+75
SEE SHEET C-06
S BAKERS FERRY RD
S SPRINGWATER RD
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
M A
TC
H
LI
N
E S
TA
+2
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-05
N
S BAKERS FERRY RD
N
15556 19130 15610
19187
19187
NO
SITUS
19432
15610
19200 19278
19187
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
INSTALL MON BOX, SEE DET 4, SHT C-03
REMOVE AND INSTALL NEW TYPE 2 DELINEATORS, W-2B
PATTERN (SEE ODOT STD DWG TM570) - CARSONITE
SURVIVOR (CDS306601)
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTERN
(SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
LEGEND
APPROACH, SEE
CONSTRUCTION
NOTE 3, TYP
APPROACH, SEE
CONSTRUCTION
NOTE 3, TYP
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
APPROX R/W
APPROX R/W
STA 0+94
BEGIN BAKERS FERRY RD
PROJECT PAVING LIMITS
4" GRIND
& INLAY
W/ FIBERS
STA 1+49
BEGIN ACP OVERLAY
TRANSITION METHOD C
SEE DET 1 SHT C-03
0-4" GRIND/ 4" ACP OVERLAY W/ FIBERS
STA 3+49
END ACP OVERLAY
TRANSITION METHOD C
SEE DET 1 SHT C-03
APPROX R/W
APPROX
R/W
BEGIN
STA 10+85
BEGIN
STA 6+25
END
STA 8+29
3 3
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
D = 11.65 D = 8.01
12+00 13+00 14+00 15+00 16+00 17+00
AGG
ACP ACP
AGG
ACP
AGG
ACPACP
18+00 19+00 20+00 21+00 22+0021
END
STA 13+21
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
7+
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
2+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
7+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-06
M
AT
C H
LI
N
E
ST
A
+7
SE
E
SH
EE
T C-
N
N
19278
19187
19432
19389
19389
19432
19433 NO
SITUS
19470
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
APPROACH, SEE
CONSTRUCTION NOTE 3, TYP
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
INSTALL MON BOX, SEE DET 4, SHT C-03
REMOVE AND INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER
(SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR (CDS306601)
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE ODOT
STD DWG TM570) - CARSONITE SURVIVOR (CDS306601)
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
END
STA 13+29
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
ACP
23+00
24+00
25+00
26+00 27+00 28+0021'
AGG
ACP
ACP
29+00 30+00 31+00 32+00 33+0021'
END
STA 24+96
END
STA 25+37
BEGIN
STA 23+22
BEGIN
STA 22+90
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
8+
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
3+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
8+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-07
AT
CH
LI
NE
S
TA
2+
SE
E S
HE
ET
C -06
N
N
NO
SITUS
19470
NO
SITUS
19470
19723
NO
SITUS
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE
ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
D = 9.97
AGG
AGG AGG
AGG
34+00 35+00 36+00 37+00 38+00 39+0022'
ACP
ACP AGG
ACP ACP
40+00 41+00 42+00 43+00 44+0021'
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
9+
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
4+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
9+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-08
A
TC
H
LI
N
E S
TA
3+
SE
E
SH
EE
T C-
N
N
19723
NO
SITUS
19755
NO
SITUS
19755 20121
19918
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX
R/W
APPROX R/W
APPROX
R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:17 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
CONC.
AGG AGG CONC.
45+00 46+00 47+00 48+00 49+00 50+0022'
AGG AGG AGG
AGG
51+00 52+00 53+00 54+00 55+0022'
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
0+
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
5+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
0+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-09
A
TC
H
LI
N
E S
TA
4+
SE
E
SH
EE
T C-
N
N
S BAKERS FERRY RD
20121
19988 20040 20090 20138
20121
19918 19966 19958 19988
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
INSTALL MON BOX, SEE DET 4, SHT C-03
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
ASPHALT APPROACH WITH CONCRETE
DRIVEWAY, SEE DET 1 SHT C-04
DELINEATORS
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:18 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
AGG
56+00 57+00 58+00 59+00 60+00 61+0023'
ACP
AGG
AGG
62+00 63+00 64+00 65+00
66+00
21'
BEGIN
STA 62+77
BEGIN
STA 62+77
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
1+
SE
E
AB
OV
E
M
AT
C H
LI
N
E
ST
A
+7
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
1+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-10
TC
H
LI
N
E S
TA
5+
SE
E
SH
EE
T C-
N
N
S BAKERS FERRY RD
S
PR
IS
C
IL
LA
L N
20121
20138 NO
SITUS 20250 20256
20121
20256 NO
SITUS 20288 NO
SITUS 20286 20288
20329
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
INSTALL MON BOX, SEE DET 4, SHT C-03
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE
ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3, TYP
APPROX R/W
APPROX
R/W
APPROX R/W
APPROX
R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:18 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
D = 5.73
AC
P
AC
P AC
P
AC
P
AC
P AC
P
72+00
73+00
74+00 75+00 76+00 77+00
ACP
ACP
ACP
ACP
67+00 68+00 69+00 70+00 71+00
72+00
BEGIN
STA 73+78
BEGIN
STA 74+33
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT WITH
PER ODOT STD DWGS.
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.
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M
ATCHLINE STA 72+25
SEE ABOVE
M A
TC
H
LI
N
E S
TA
7+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M
AT
C H
LI
N
E
ST
A
+2
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-11
TC
H
LI
N
E S
TA
6+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
N
N
S FO
STER CREEK LN
(PRIVATE)
S TRANQUILITY LN
(PRIVATE)
20288
20329
20334
20426
20411
15681
20426
20488
15681
20500 20479 20485
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
2" GRIND/4" OVERLAY W/ FIBERS
2" GRIND/
4" OVERLAY
W/ FIBERS 0"-2" GRIND/
4" OVERLAY W/ FIBERS
0"-2" GRIND/4"
OVERLAY W/ FIBERS
LEGEND
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
INSTALL NEW TYPE 2 DELINEATIRS, W-2B PATTERN
(SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
STA 72+41 LT
REMOVE EXTG GUARDRAIL - 69'
REMOVE EXTG SURFACINGS - 14 SY
EXTRA FOR 8' GUARDRAIL POSTS - 6
INSTALL MIDWEST GUARDRAIL SOFTSTOP TERMINAL
INSTALL GUARDRAIL - 43.75'
INSTALL 31" AND 29" TRANSITION - 25'
INSTALL TYPE F GUARDRAILTRANSITION (29" HEIGHT)
USE EXTG BOLT HOLES IN CONC. RAIL
INSTALL TYPE 4/ALT 1 GUARDRAIL TRAFFIC DELINIATORS
W/ 2B REFLECTORS PATTERN 20' SPACING 4 EA
(SEE ODOT STD DWG BR200, BR203, RD401, RD402, RD405,
RD406, RD407, RD410, RD412, RD420, & TM570)
STA 72+71 RT
REMOVE EXTG GUARDRAIL - 69'
INSTALL MIDWEST GUARDRAIL SOFTSTOP TERMINAL
INSTALL 31" AND 29" TRANSITION - 25'
INSTALL TYPE F GUARDRAIL TRANSITION (29" HEIGHT)
USE EXTG BOLT HOLES IN CONC. RAIL
INSTALL TYPE 4/ALT 1 GUARDRAIL TRAFFIC DELINIATORS
W/ 2B REFLECTORS PATTERN 20' SPACING 4 EA
(SEE ODOT STD DWG BR200, BR203, RD401, RD402, RD405,
RD406, RD407, RD410, RD412, RD420, & TM570)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
MAINTAIN AND PROTECT EXIST GUARDRAIL WITH
FINISHED MIN HEIGHT OF 29"
REMOVE AND PROTECT EXIST SIGNS AND SIGN
SUPPORTS. DELIVER TO COUNTY MAINTENANCE FOR
INSTALLATION AT A LATER DATE
ADJUST EXIST CATCH BASIN,
SEE DET 2 ON SHT C-04
MAINTAIN AND PROTECT EXIST BARRIER WITH FINISH MIN
HEIGHT OF 29"
PAVEMENT MARKING NOTES:
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
DELINEATORS
SURFACE REMOVAL - FULL DEPTH EXIST ACP
EROSION CONTROL NOTES:
1 INSTALL TYPE 3 INLET PROTECTION,
SEE ODOT STD DWG 1010
STA 69+10
BEGIN ACP OVERLAY
TRANSITION
STA 71+10
END ACP OVERLAY
TRANSITION
STA 72+40
BEGIN ACP OVERLAY
TRANSITION
STA 74+40
END ACP OVERLAY
TRANSITION
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 17, 2026 8:51 AM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO
R D
MA Y 14 , 2 013
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
END
STA 66+80
END
STA 66+75
D = 12.44
AutoCAD SHX Text
TSN
AutoCAD SHX Text
ARC
AutoCAD SHX Text
WDH
AutoCAD SHX Text
NO.
AutoCAD SHX Text Sheet No.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAFTED BY:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
OREGON CITY, OR 97045
AutoCAD SHX Text
DEPT. OF TRANSPORTATION
AutoCAD SHX Text
PROJECT NO.:
AutoCAD SHX Text
150 BEAVERCREEK ROAD
AutoCAD SHX Text
AND DEVELOPMENT
AutoCAD SHX Text
DAN JOHNSON
AutoCAD SHX Text
DIRECTOR
AutoCAD SHX Text
FEBRUARY 2026
AutoCAD SHX Text
CI-3-26409
78+00
79+00
80+00
81+00
82+00
83+00
ACP
84+00 85+00
86+00
87+00
88+00
89+00
END
STA 86+77
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
3+
SE
E
AB
OV
E
M
AT
C H
LI
N
E
ST
A
+0
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M
ATCHLINE STA 83+25
SEE BELOW
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-12
MATCHLINE STA 77+75
SEE SHEET C-11
S BAKERS FERRY RD
N
S
GER
BE
R
RD
N
20488
20485
20481
20657
15735
15735
20657
NO
SITUS
15750
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
INSTALL MON BOX, SEE DET 4, SHT C-03
INSTALL NEW TYPE 2 DELINEATIRS, W-2B PATTERN
(SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
0- 2"
G R
IN
D
4"
O V
E R
LA
Y
W / F
IB
E
R S
BEGIN ACP OVERLAY
TRANSITION METHOD 'A', 50'
SEE ODOT STD DWG RD610
END ACP OVERLAY
TRANSITION METHOD 'A', 50'
SEE ODOT STD DWG RD610
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX
R/W
APPROX R/W
APPROX
R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:18 PM By: Angel Castro
R E
V
IS
IO
N
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LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
D = 23.15 D = 15.62
D = 13.32
D = 14.30
89+00
90+00
91+00 92+00
93+00
94+00
ACP
ACP
95+00
96+00 97+00 98+00 99+00 100+00
BEGIN
STA 90+18
END
STA 92+48
END
STA 99+17
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M
AT
C H
LI
N
E
ST
A
+5
SE
E
AB
OV
E
M A
TC
H
LIN
E
S
TA
100+00
SEE SHEET C-14
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
4+
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-13
ATC
H
LIN
E STA 89+00
SEE SHEET C-12
S BAKERS FERRY RD
N
N
NO
SITUS
15750
20600 20720 20730 20770
20770 NO
SITUS
15750 NO
SITUS
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
REMOVE AND INSTALL NEW TYPE 2 DELINEATORS, W-2B
PATTER (SEE ODOT STD DWG TM570) - CARSONITE
SURVIVOR (CDS306601)
INSTALL NEW TYPE 2 DELINEATIRS, W-2B PATTERN
(SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W 2
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:18 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
D = 18.9
D = 8.98
100+00
101+00 102+00 103+00 104+00
105+00
23'
AGG
106+00 107+00 108+00 109+00 110+00
21'
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M
AT
C H
LI
N
E
ST
A
5+
SE
E
AB
OV
E
M
AT
C H
LI
N
E
ST
A
0+
SE
E
SH
EE
T C-
S BAKERS FERRY RD
M
ATC
H
LIN
E STA 105+50
SEE BELOW
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-14
ATC
H
LIN
E STA 100+00
SEE SHEET C-13
S BAKERS FERRY RD
N
N
NO
SITUS
NO
SITUS
15631
21085NO
SITUS
NO
SITUS
NO
SITUS
21111
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:18 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
KEY NOTES:
114+00 115+0021'
AGG AGG
AGG
AGG
ACP
AGG
ACP
ACP
116+00 117+00 118+00 119+00 120+00 121+0020'
AGG
AGG
ACP
ACP
ACP
111+00 112+00 113+00
114+00
20'
BEGIN
STA 112+53
END
STA 115+29
END
STA 115+07
BEGIN
STA 111+77
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
+5
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
+0
SE
E
SH
EE
T
C-
S BAKERS FERRY RD
M A
TC
H
LI
N
E S
TA
+5
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-15
TC
H
LI
N
E S
TA
+5
SE
E
SH
EE
T
C-
S BAKERS FERRY RD
PLAN
SCALE: 1" = 50'
M
AT
CHLI
NE
ST
A
4+
SE
E R
IG
HT
M A
TC
H
LIN
E
S
TA
114+00
SEE LEFT
S R
O
SE
M
AR
Y C
T
N N
N
21111
NO
SITUS
21160
21111
21160 21170
21111
21170 21182 21246
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
REMOVE AND INSTALL NEW TYPE 2 DELINEATORS, W-2B
PATTER (SEE ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE ODOT
STD DWG TM570) - CARSONITE SURVIVOR (CDS306601)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
2APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:19 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
D = 23.92
CONC
121+00 122+00 123+00 124+00 125+00
126+00
21'
AGG
AGG
127+00
128+00
129+00
130+00
131+00 132+00
20'
BEGIN
STA 130+93
END
STA 128+46
BEGIN
STA 125+70
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
+5
SE
E
AB
OV
E
M
AT
C H
LI
N
E
ST
A
2+
SE
E
SH
EE
T C-
M A
TC
H
LI
N
E S
TA
+5
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-16
TC
H
LI
N
E S
TA
+0
SE
E
SH
EE
T
C-
S BAKERS FERRY RD
N
N
S BAKERS FERRY RD
21111
21284
21246
21340
21635
21635
21340
21430
NO
SITUS
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
S TIM
BER
CREEK LN
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE
ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP
APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
LEGEND
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
ASPHALT APPROACH WITH CONCRETE
DRIVEWAY, SEE DET 1 SHT C-04
DELINEATORS
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:19 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
D = 9.29
D = 11.04
6 6
132+00
133+00
134+00
135+00
136+00 137+00
137+00 138+00 139+00 140+00
141+00
142+00
21'
END
STA 136+45
BEGIN
STA 133+51
PLAN
SCALE: 1" = 50'
PLAN
SCALE: 1" = 50'
M A
TC
H
LI
N
E S
TA
+0
SE
E
AB
OV
E
M A
TC
H
LI
N
E S
TA
+0
SE
E
BE
LO
W
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-17
AT
CH
LI
NE
S
TA
+0
SE
E S
HE
ET
C -16
S BAKERS FERRY RD
S BAKERS FERRY RD
S H
AR
D
IN
G R
D
N
N
21430
NO
SITUS
21428
NO
SITUS 15679
21428 15830
4" OVERLAY W/ FIBERS
4" OVERLAY W/ FIBERS
M A
TC
H
LI
N
E S
TA
+0
SE
E
SH
EE
T
C-
0-2" GRIND/4" ACP
OVERLAY W/ FIBERS
INSTALL MON BOX, SEE DET 4, SHT C-03
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE
ODOT STD DWG TM570) - CARSONITE SURVIVOR
(CDS306601)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
0-2" GRIND/
4" OVERLAY
W/ FIBERS
STA 140+63
BEGIN ACP OVERLAY
TRANSITION METHOD 'A', 300'
SEE ODOT STD DWG RD610
BEGIN ACP OVERLAY
TRANSITION METHOD 'A', 50'
SEE ODOT STD DWG RD610
END ACP OVERLAY
TRANSITION METHOD 'A', 50'
SEE ODOT STD DWG RD610
APPROACH, SEE
CONSTRUCTION NOTE 3,
TYP APPROX R/W
APPROX R/W
APPROX R/W
APPROX R/W
EROSION CONTROL NOTES:
INSTALL TYPE 3 INLET PROTECTION,
SEE ODOT STD DWG 1010
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:19 PM By: Angel Castro
R E
V
IS
IO
N
S C
LA
C
K A
M A
S C
O U
N
TY
B A
K E
R S
F E
R R
Y R
O A
D P
A V
IN
G
P R
O
JE
C T
80521PE
OREGON
E N G I N E E R
T Y
L E R S H A W N NO R
D
MA Y 14 , 2 0 13
PROFESSIONA
LR
EG
IS
TERED
RENEWS 12-31-26
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-02.
3. ASPHALT AND AGGREGATE 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 AND C-04.
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:
PAVEMENT MARKING NOTES:
1. INSTALL NEW PAVEMENT MARKING AS CALLED OUT
WITH PER ODOT STD DWGS.
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.
ASPHALT CONCRETE PAVING
SEE TYPICAL SECTION, SHT C-01
APPROXIMATE 2" SPOT GRIND AND INLAY
RESTORATION AREA, SEE CONSTRUCTION
NOTE 2 THIS SHT (TYP)
SAWCUT
EXISTING PAVEMENT DRAINAGE FLOW
ASPHALT APPROACH WITH ASPHALT
DRIVEWAY, SEE DET 2 SHT C-03
ASPHALT APPROACH WITH AGGREGATE
DRIVEWAY, SEE DET 3 SHT C-03
DELINEATORS
END
STA 132+30
D = 18.31
142+00
143+00
144+00 145+00 145+75
22'
BEGIN
STA 143+23
END
STA 145+31
PLAN
SCALE: 1" = 50'
P A
V
IN
G P
LA
N
A N
D N
O
TE
C-18
N
NO
SITUS 15679
21428 15830
M A
TC
H
LI
N
E S
TA
+0
SE
E
SH
EE
T
C-
17 STA 143+64
END BAKERS FERRY RD PROJECT PAVING LIMITS
END ACP OVERLAY TRANSITION METHOD 'A', 300'
SEE ODOT STD DWG RD610
0-2" GRIND/4" OVERLAY
W/ FIBERS
INSTALL NEW TYPE 2 DELINEATORS, W-2B PATTER (SEE
ODOT STD DWG TM570) - CARSONITE SURVIOR
(CDS306601)
MAINTAIN AND PROTECT EXIST SURVEY MON.
SEE NOTE 1, SHT G-02
APPROX R/W
APPROX R/W
LEGEND
Drawing Path and Name: A:\_V-TPD\Projects\OR\Clackamas County\2025\D252068OR.00\CAD\Sheets\Bakers Ferry Road\D252068OR_BAK-C-07-19.dwg, Plotted Date: April 16, 2026 5:19 PM By: Angel Castro
R E
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