Plans_Vol 1.pdf

PDF 44 MB Posted May 12, 2026

Attached to: 26PW01 - SE Stephens Paving and Curb Ramp Improvements - Phase 1
Solicitation number: S-KR1079-00016931
Issued by: Douglas County, Oregon

About this file

Written by GovTribe AI · May 19, 2026

This is a Plans document (Volume 1) for the SE Stephens Paving and Curb Ramp Improvements - Phase 1 project in Oregon. The document contains design and engineering plans for paving and curb ramp improvements along SE Stephens Street. The project scope includes pavement rehabilitation, curb ramp construction to meet ADA accessibility standards, and associated site work. The plans provide detailed specifications, construction drawings, and technical requirements for contractors bidding on the Phase 1 improvements. The document serves as the primary technical reference for understanding the project's physical scope, material specifications, and construction standards that contractors must meet during implementation.

The Plans Volume 1 establishes the baseline design criteria and construction specifications that will govern cost estimates and bid pricing for the project. Contractors are required to review the plans in conjunction with any specifications documents and bid documents to develop accurate pricing for labor, materials, equipment, and overhead. The plans indicate standard Oregon public works construction specifications and ADA compliance requirements for all curb ramp work, which will impact project costs and scheduling. Funding for this phase appears to be through local government sources, with the project broken into phases to manage costs and construction impacts on the local street network.

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Other files

File	Type	Posted
Plans_Vol 2.pdf	PDF	May 12, 2026
26PW01 - Bid Opening Results.pdf	PDF	May 12, 2026
Technical Specs.pdf	PDF	May 12, 2026
Front Ends.pdf	PDF	May 12, 2026

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INTERSTATE 99

INTERSTATE

South Umpqua River

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

PROJECT NO. 26PW01

MAY 2026

ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE RULES

ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET

FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE CONTRACTOR MAY

OBTAIN COPIES OF THE RULES BY CALLING THE UTILITY NOTIFICATION CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER

IS 503-246-6699.)

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5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

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VICINITY MAP

SCALE: 1"=2,000'

CITY OF

ROSEBURG

VALLEY

R D

NE DIAMOND LAKE BLVD

NE AVE

PKWY

STEW

ART

WST

N W

PKWY

BLVD

GARDEN

BLVD

N W

HARVARD AVE

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C O

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R T

R D

ALAMEDA

GARDEN VALLEYNE

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AVE

SE HAYNES AVE

SE RICE AVE

SE ROBERTS AVE

SE BURKE ST

SE BROCKWAY AVE

O A K

N D

-S H

A D

Y H

W Y

PROJECT

LOCATION

INDEX OF DRAWINGS

GENERAL

COVER SHEET

LEGEND & ABBREVIATIONS

GENERAL NOTES

SURVEY CONTROL AND SHEET LAYOUT

G1.1 G1.2 G1.3 G1.4

CURB RAMP PLANS

CURB RAMP PLANS - OAKLAND-SHADY HIGHWAY

CURB RAMP PLANS - SE RICE AVE & SE STEPHENS ST

CURB RAMP PLANS - SE ROBERTS AVE & STEPHENS ST

CURB RAMP PLANS - SE BURKE ST & STEPHENS ST

CURB RAMP PLANS - SE HAYNES AVE & SE STEPHENS ST

CURB RAMP PLANS - SE BROCKWAY AVE & SE STEPHENS ST

C1.1 C1.2 C1.3 C1.4 C1.5 C1.6 C1.8

ROADWAY PAVEMENT IMPROVEMENTS

ROADWAY PAVEMENT IMPROVEMENTS - SE STEPHENS STREET

C2.1 C2.2 C2.3 C2.4 C2.5

TYPICAL SECTION

TYPICAL SECTIOND1.120

TEMPORARY TRAFFIC CONTROL

TC1.1

TC1.2

DETAILS

D1.2 D1.3 D1.4

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

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ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

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OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

PROPOSEDLEGEND EXISTING @

ABAN

ACP

ADWF

AGG

ANSI

APPROX

APPVD

APWA

ASSY

ARV

AVE

AWWA

BFILL

BLDG

BLVD

BTM

BETW

C/L

CCTV

CDF

CIPP

CLR

CLSM

CND

COMM

CONC

CONN

CONST

COORD

COP

COR

CPLG

CHKV

DBH

DET(S)

DIA

DRG

DWY

ELEC/E

EOP

EQUIP

ESC

ESMT

EXIST/EX

FAB

FIN GR

FLG

FTG

GALV

ABANDON(ED)

ASPHALTIC CONCRETE

ASPHALTIC CONCRETE PAVEMENT

AVERAGE DRY WEATHER FLOW

AGGREGATE

ALUMINUM

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROXIMATE(LY)

APPROVED

AMERICAN PUBLIC WORKS ASSOCIATION

ASSEMBLY

AIR RELEASE VALVE

AVENUE

AMERICAN WATER WORKS ASSOCIATION

BACKFILL

BUILDING

BOULEVARD

BENCHMARK

BOTTOM

BETWEEN

CENTER LINE

CATCH BASIN

CLOSED CIRCUIT TELEVISION

CONTROLLED DENSITY FILL

CAST IRON

CURED IN PLACE PIPE

CURB/GUTTER

CLASS

CLEAR

CONTROLLED LOW STRENGTH MATERIAL

CONDUIT

CLEANOUT

COMMUNICATIONS

CONCRETE

CONNECTION

CONSTRUCT/CONSTRUCTION

COORDINATE

COPPER

CITY OF ROSEBURG

CONCRETE PIPE

COUPLING

CRUSHED ROCK

COURT

CHECK VALVE

CUBIC YARD

DRAIN

DIAMETER AT BREAST HEIGHT

DETAIL(S)

DUCTILE IRON

DIAMETER

DEPRESSED GUTTER

DRIVE

DRAWING

DRIVEWAY

EACH

EASTBOUND

EXISTING GRADE

ELEVATION

ELECTRICAL

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EROSION/SEDIMENTATION CONTROL

EASEMENT

EXISTING

FABRICATE

FLOOR DRAIN

FINISH GRADE

FIRE HYDRANT

FINISHED GRADE

FLOW LINE

FLANGE(D)

FORCE MAIN

FIBER OPTIC

FEET/FOOT

FITTING

GAS

GALVANIZED

GRADE

GRVL

GUT

HMAC

HDPE

HORIZ

HWY

INSTL

LAT

MAINT

MATL(S)

MAX

MFR(S)

MH(S)

MHMAC

MIN

MON(S)

MUTCD

NOM

NTS

ODOT

OVHD

PCC

PCMS

PCVC

PED

PERF

PERM

PIVC

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PROP

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PVC

PVMT

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RCP

RDCR

REHAB

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HIGH DENSITY POLYETHYLENE

HORIZONTAL

HIGHWAY

HIGH POINT

IDENTIFICATION/INSIDE DIAMETER

INVERT ELEVATION

IRRIGATION HEAD

INSTALL

IRON ROD

JUNCTION

LATERAL

LINEAR FEET

LANE

LOW PRESSURE

LONG SLEEVE

LEFT

MAINTAIN

MATERIAL(S)

MAXIMUM

MANUFACTURER('S)

MANHOLE(S)

MINOR HOT MIX ASPHALT CONCRETE

MINIMUM

MECHANICAL JOINT

MONUMENT(S)

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

NORTHBOUND

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OREGON DEPARTMENT OF TRANSPORTATION

OVERHEAD LINE

POWER

POINT OF CURVATURE

POINT OF COMPOUND CURVATURE

PORTABLE CHANGEABLE MESSAGE SIGN

POINT OF CURVATURE ON VERTICAL CURVE

PLAIN END

PEDESTRIAN

PERFORATED

PERMANENT

POINT OF INTERSECTION

POINT OF INTERSECTION ON VERTICAL CURVE

PARKING

PROPERTY LINE

PLACE

PRESSURE

PROPOSED

PUMP STATION

POUNDS PER SQUARE INCH

POINT OF TANGENCY

PLUG VALVE

POLYVINYL CHLORIDE

PAVEMENT

PUBLIC WORKS

RADIUS

REMOVE AND REPAIR

REINFORCED CONCRETE PIPE

ROAD/ROOF DRAIN

REDUCER

REHABILITATE/REHABILITATION

REINFORCE(D)(ING)(MENT)

REQUIRED

RESTRAIN(ED)

RETAINING

RIGHT

RIGHT OF WAY

SOUTHBOUND

SCHEDULE

SDMH

SHT(S)

SLP

SPECS

SPL

SPR

SQ FT

SSC

SSCO

SSMH

SST

STA

STD

STL

STPR

S/W

T/TEL

TBD

TBM

TCM

TCP

TEMP

THK

THRU

TYP

USDOT

VERT

VCP

W/IN

W/O

STORM DRAIN

STORM DRAIN MANHOLE

SHEET(S)

SLOPE

SPECIFICATIONS

SPOOL

SANITARY POINT REPAIR

SQUARE

SQUARE FOOT

SANITARY SEWER

STAINLESS STEEL CLAMPS

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STAINLESS STEEL

STREET

STATION

STANDARD

STEEL

STORM POINT REPAIR

SIDEWALK

TELEPHONE

THRUST BLOCK

TO BE DETERMINED

TEMPORARY BENCH MARK

TOP OF CURB

TRAFFIC CONTROL MEASURES

TRAFFIC CONTROL PLAN

TRAFFIC SIGNAL

TEMPORARY

THICK/THICKNESS

THROUGH

TELEVISION

TYPICAL

UNITED STATES DEPARTMENT OF

TRANSPORTATION

VERTICAL(LY)

VITRIFIED CLAY PIPE

WATER

WESTBOUND

WATER METER

WORK ZONE

WITH

WITHIN

WITHOUT

ABBREVIATIONS

ABANDON LINE

ELECTRIC LINE

GAS LINE

SANITARY SEWER LINE

STORM SEWER LINE

6" WATER LINE

12" WATER LINE

WATER LINE

CONTROL POINT

ELECTRICAL JUNCTION BOX

FIRE HYDRANT

GAS VALVE

GUY WIRE

IRRIGATION VALVE

LAMP POST

POWER POLE

SIGN

STORM INLET

MANHOLE

TREE

UTILITY POLE

WATER METER

WATER VALVE

CURB

EDGE OF PAVEMENT

EDGE OF WALK

EASEMENT LINE

ROW LINE

SAWCUT

ASPHALT

CONCRETE

DETECTABLE WARNING SURFACE

6'' W

12'' W

LEGEND & ABBREVIATIONS

G1.2

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \G

S H

.d w g

/1 1/

E liz ab et h W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

GENERAL NOTES

G1.3

Know what'sbelow.

Callbefore you dig.

1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2024 EDITION OF THE OREGON CHAPTER APWA STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES RELATIVE TO THE TRADES TO COMPLETE THE PROJECT AND FOR THE USE OF SUCH WORK WHEN COMPLETED. COMPLIANCE SHALL BE AT ALL LEVELS, FEDERAL, STATE, COUNTY, AND LOCAL, RELATING TO THE PERFORMANCE OF THE WORK.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY UTILITIES IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH AND DESCRIPTION OF EXISTING UTILITIES SHOWN WERE COMPILED FROM AVAILABLE RECORDS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN, MAY EXIST WITHIN THE

WORK AREA.

4. OREGON LAW REQUIRES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE FOLLOWED.

THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.CALLBEFOREYOUDIG.ORG. CALL

BEFORE YOU DIG - 811.

5. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED

WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER.

6. CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF ROSEBURG 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION

OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS.

7. CONTRACTOR SHALL REMOVE AND DISPOSE OF CONCRETE, ASPHALT CEMENT, TOPSOIL, AND OTHER MATERIAL IN THE WORK LIMITS AND WHERE INDICATED ON THE PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. CONTRACTOR SHALL ENSURE RECIPIENTS OF FILL MATERIALS REMOVED OFFSITE ARE PERMITTED TO RECEIVE SAID MATERIALS REGARDLESS OF THE RECEIVING

JURISDICTION.

8. AS STATED IN SECTION 000180.40(C) OF THE SPECIAL PROVISIONS, UNLESS OTHERWISE APPROVED BY THE ENGINEER, LIMIT HOURS OF WORK RELATED TO STEPHENS STREET CURB RAMP CONSTRUCTION FROM 6:00 AM TO 3:00 PM, MONDAY THROUGH FRIDAY AND STEPHENS STREET PAVEMENT AND STRIPING TO 7:00 PM TO 6:00 AM, SUNDAY THROUGH FRIDAY. SEE SECTION 00220 OF THE SPECIAL PROVISIONS, INCLUDING 00220.40(E) FOR

ALLOWABLE LANE CLOSURES AND ADDITIONAL RESTRICTIONS.

9. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS.

SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK

AFFECTED UNTIL REPORTED TO THE ENGINEER FOR CLARIFICATION OR CORRECTION.

11. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE

APPLICABLE CODES, REGULATIONS, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS.

12. CONTRACTOR SHALL COORDINATE ALL IMPROVEMENT LIMITS WITH THE ENGINEER ONSITE PRIOR TO BEGINNING WORK. NO PAYMENT WILL BE MADE FOR EXTRA WORK THAT IS CONSTRUCTED BEYOND THE APPROVED

CONSTRUCTION LIMITS.

13. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL CLEAN UP THE PROJECT AREA AND LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL LEAVE THE PROJECT

AREA FREE FROM ALL DEBRIS AND UNUSED MATERIALS.

14. PROPERTY LINES SHOWN ON PLAN SHEETS ARE APPROXIMATE AND FOR GENERAL DELINEATION PURPOSES

ONLY AND ARE NOT MEANT TO REPRESENT THE ACTUAL PROPERTY BOUNDARIES.

15. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL CONSTRUCTION SAFETY, HEALTH AND OTHER RULES AND REGULATIONS FROM OSHA, DEQ, STATE, AND LOCAL REGULATING AGENCIES FOR SAFETY AND INSTALLATION OF THE WORK INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, ERECTION/INSTALLATION, FALL PROTECTION, GUARDRAILS, ETC.

16. REPLACE CURBS, SIDEWALKS, AND/OR DRIVEWAY APRONS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. REPLACE FULL SECTIONS TO THE NEAREST EXISTING CONSTRUCTION JOINT.

REPLACEMENT WILL BE CONSIDERED INCIDENTAL TO THE WORK.

17. ALL CONSTRUCTION SURVEY AND STAKING REQUIRED FOR THE PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP AND MAKE ALL DETAIL SURVEYS NECESSARY FOR LAYOUT AND CONSTRUCTION INCLUDING EXACT COMPONENT LOCATION (SUCH AS EXISTING STRIPING, SYMBOLS, DETECTOR LOOPS, ETC), WORKING POINTS, LINES, AND ELEVATIONS. PRIOR TO CONSTRUCTION, THE FIELD LAYOUT SHALL BE REVIEWED BY THE ENGINEER. THE CONTRACTOR SHOULD ASSUME THAT ALL SURVEY STAKING IS TO BE COMPLETED USING INFORMATION CONTAINED IN THE PLANS AND SPECIFICATIONS OR FROM EXISTING ONSITE FEATURES. INFORMATION OR CLARIFICATION BY THE ENGINEER MAY BE AVAILABLE UPON REQUEST, BUT IS NOT

GUARANTEED.

18. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES, AND IN THE CASE OF DESTRUCTION THEREOF BY THE CONTRACTOR RESULTING FROM ITS NEGLIGENCE, THE CONTRACTOR SHALL BE CHARGED WITH THE EXPENSE AND DAMAGE RESULTING THEREFORE AND SHALL BE RESPONSIBLE FOR ANY MISTAKES THAT MAY BE CAUSED BY THE UNNECESSARY LOSS OR

DISTURBANCE OF SUCH MARKS, REFERENCE POINTS AND STAKES.

19. CONTRACTOR IS RESPONSIBLE FOR SURVEYING AND REPLACING ALL MONUMENTS DISTURBED BY PAVING OR CONCRETE WORK PURSUANT TO ORS 209.150, AND FOR PREPARING AND FILING A RECORD OF SURVEY TO THE

COUNTY SURVEYOR'S OFFICE PURSUANT TO ORS 209.250.

20. COORDINATE WITH OTHER CONTRACTORS WITHIN THE PROJECT LIMITS COMPLETING WORK. IF APPLICABLE, SEE THE GENERAL CONDITIONS OF THE SPECIFICATIONS FOR CONTACT INFORMATION.

21. PROTECT FRESHLY POURED CONCRETE CURBS AND SIDEWALK FROM VANDALISM OR OTHER DAMAGE FOR A MINIMUM OF TWENTY-FOUR (24) HOURS OR UNTIL CURED ENOUGH TO SUPPORT TYPICAL USE, WHICHEVER IS LONGER. ANY CURB OR SIDEWALK DAMAGED BY VANDALISM OR OTHER CAUSES SHALL

BE REPLACED AT NO COST TO THE CITY.

22. CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPING AND IRRIGATION. PLACE TOPSOIL, AGGREGATE, AND/OR BARK MULCH WHERE SHOWN.

23. FURNISH AND PLACE DOWELS TO JOIN NEW CONCRETE WALKS, CURBS AND DRIVEWAYS TO

EXISTING CONCRETE AS DIRECTED.

1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO ANY DISTURBANCE CAUSED BY GRADING AND SHALL CONFORM TO THE REQUIREMENTS OF STATE AND FEDERAL REGULATIONS AND TO THE

SPECIFIC REQUIREMENTS CONTAINED IN THE SPECIFICATIONS.

2. EXISTING INLETS AND CATCH BASINS THAT MAY RECEIVE RUNOFF FROM THE PROJECT AREA ARE TO BE PROTECTED PRIOR TO CONSTRUCTION. ALL INLETS AND CATCH BASINS ARE TO BE PROTECTED IN ACCORDANCE

WITH ODOT/APWA STANDARDS FOR EROSION AND SEDIMENT CONTROL.

3. IN THE EVENT OF ANY EROSION CONTROL MEASURE FAILURE, IMMEDIATE ACTION SHALL BE TAKEN TO REPAIR, REPLACE, OR CONSTRUCT ADDITIONAL MEASURES AS REQUIRED TO ENSURE ADEQUATE EROSION CONTROL

PROTECTION.

4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED REGULARLY, PARTICULARLY DURING AND AFTER STORM EVENTS, TO ENSURE ADEQUATE PERFORMANCE. MAINTENANCE AND INSPECTION LOGS SHALL REMAIN ON

SITE AND SHALL BE AVAILABLE TO THE CITY OF ROSEBURG UPON REQUEST.

5. ALL PESTICIDES, PETROLEUM PRODUCTS, CHEMICALS OR OTHER POTENTIAL POLLUTANTS SHALL BE ADMINISTERED RESPONSIBLY WITH DISPOSAL AND SPILLS HANDLED IN ACCORDANCE WITH ALL LOCAL, STATE

AND FEDERAL REQUIREMENTS.

1. TRIM VEGETATION AS NEEDED PRIOR TO PAVING TO ENSURE ALL VEGETATION IS CLEAR OF PAVING

OPERATIONS.

2. ALL EDGES REMAINING AFTER PAVEMENT REMOVAL SHALL BE VERTICAL TO ACCEPT THE SUCCEEDING FULL

DEPTH ASPHALT LIFT.

3. ALL JOINTS BETWEEN NEW ASPHALTIC CONCRETE AND EXISTING OR NEW ASPHALTIC CONCRETE AND

CONCRETE SHALL BE TACKED AND SAND SEALED.

4. PROVIDE MINOR ADJUSTMENTS IN GRADE OF NEW A.C. AS REQUIRED TO FACILITATE DRAINAGE INTO STORM DRAINAGE FACILITIES. NO PONDING SHALL OCCUR BETWEEN CATCH BASINS FOLLOWING CONSTRUCTION.

5. THE MAXIMUM EXPOSURE AT DRIVEWAYS SHALL BE 3/4-INCH.

6. WHERE PAVEMENT IS TO BE REPLACED TO MATCH EXISTING GRADE ADJACENT TO EXISTING CURB, CONTRACTOR SHALL MARK EXISTING CURB FLOW LINE WITH PAINT PRIOR TO A.C. SURFACING REMOVAL.

7. COORDINATE WITH CITY STAFF FOR IN-GROUND VALVE, MANHOLE OR VAULT ADJUSTMENT OF FRANCHISE

UTILITY ASSETS.

1. TRAFFIC CONTROL/DETOUR PLANS SHALL BE PREPARED BY THE CONTRACTOR. THE DRAFT CONCEPT TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE CITY PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. THIS PLAN DOES NOT RELIEVE THE CONTRACTOR FROM SUBMITTING DETAILED TRAFFIC CONTROL PLANS AS REQUIRED

DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION AND DIRECTION OF TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ODOT STANDARD DRAWINGS, ODOT STANDARD

SPECIFICATIONS, AND CONTRACT SPECIAL PROVISIONS.

3. USE TEMPORARY PAVEMENT MARKERS, BARRIERS, BARRICADES, AND SIGNS AS REQUIRED TO SAFELY DETOUR PEDESTRIAN AND VEHICULAR TRAFFIC AROUND CONSTRUCTION. LABEL TYPE AND LOCATION FOR ALL ITEMS ON

TRAFFIC CONTROL PLANS.

4. APPROPRIATE METHODS OF PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL, INCLUDING FLAGGERS, SHALL BE EMPLOYED BY THE CONTRACTOR TO THE EXTENT DEEMED NECESSARY BY THE TRAFFIC CONTROL SUPERVISOR AND AS APPROVED BY THE CITY AND THE ENGINEER TO PROTECT WORKERS OR THIRD PARTIES AND SAFELY

ACCOMMODATE TRAFFIC THROUGH THE WORK ZONE.

5. THE CONTRACTOR SHALL COORDINATE ACCESS TO DRIVEWAYS WITH PROPERTY OWNERS. ACCESS TO ROADWAY APPROACHES WITHIN THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES. TRAFFIC PLATES SHALL BE USED, AND SECURED IN A MANNER ACCEPTABLE TO THE CITY, ACROSS ALL TRENCHES BLOCKING DRIVEWAYS TO PROVIDE ACCESS AT ALL TIMES. AT NO TIME SHALL CONTRACTORS DETAIN OR DELAY EMERGENCY

VEHICLES.

6. THE CONTRACTOR SHALL COORDINATE ACCESS FOR SERVICES INCLUDING, BUT NOT LIMITED TO, MAIL DELIVERY, TRASH PICKUP, SCHOOL TRANSPORTATION, AND ANY OTHER SPECIAL TRANSPORTATION SERVICES

THAT EXIST WITHIN THE PROJECT AREA.

7. EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION SIGNING SHALL BE COVERED OR REMOVED DURING

CONSTRUCTION AND REPLACED AFTER CONSTRUCTION.

8. PROVIDE ACP WEDGES FOR LONGITUDINAL AND TRANSVERSE JOINTS ACCORDING TO 00620.40(d), 00744.44

AND 00744.45.

9. THE CONTRACTOR SHALL PROVIDE SAFE, STABLE, AND ACCESSIBLE ACCESS TO ALL DRIVEWAY AND PEDESTRIAN PATHS CONNECTING TO FRONT DOORS AT ALL TIMES. TEMPORARY INTERRUPTIONS IN ACCESS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE PROPERTY OWNER OR OCCUPANT AS REQUIRED.

10. CONTRACTOR SHALL FURNISH PORTABLE CHANGEABLE MESSAGE SIGN AT WORK ZONES ON ARTERIAL ROADS

IN ACCORDANCE WITH THE SPECIFICATIONS.

GENERAL NOTES

EROSION CONTROL NOTES

PAVING NOTES

TRAFFIC CONTROL NOTES

1. RESTORE ALL DISTURBED SURFACES TO PRE-CONSTRUCTION CONDITION OR BETTER. MATCH

EXISTING SURROUNDING MATERIALS.

2. CONTRACTOR TO RECONFIGURE EXISTING IRRIGATION SYSTEMS AS NEEDED. COORDINATE

WITH ADJACENT PROPERTY OWNERS.

3. BARK MULCH SHALL BE 4" THICK MINIMUM.

4. CONTRACTOR SHALL PLACE 4" OF TOPSOIL PRIOR TO SEEDING AND/OR SOD INSTALLATION.

5. CRUSHED AND/OR DECORATIVE ROCK SHALL BE 4" THICK MINIMUM.

SITE RESTORATION NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL AMERICANS WITH DISABILITIES (ADA) REQUIREMENTS AS DEFINED BY THE PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG). DETAILS AND DIMENSIONS SHOWN ARE APPROXIMATE ONLY AND INTENDED AS A GUIDE FOR INITIAL LAYOUT PURPOSES ONLY AND ARE NOT COMPLETE. CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS TO MEET ADA REQUIREMENTS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE ENGINEER FOR CLARIFICATION OR

CORRECTION.

2. COMPLETE SIDEWALK CONSTRUCTION PRIOR TO FINAL PAVING OF STREET.

SIDEWALK RAMP GENERAL NOTES

1. ALL SIGNING AND PAVEMENT MARKING MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS AND SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND 2024 APWA STANDARD

SPECIFICATIONS.

2. LOCATIONS SHOWN FOR EXISTING SIGNS AND PAVEMENT MARKINGS ARE APPROXIMATE. CONTRACTOR SHALL REPLACE EXISTING PAVEMENT MARKINGS WITH SAME SIZE, STYLE AND LOCATION, UNLESS OTHERWISE SPECIFIED. ALL TRAFFIC SIGN POSITIONS AND PAVEMENT MARKINGS LAYOUT SHALL BE REVIEWED IN THE FIELD BY THE ENGINEER PRIOR TO

INSTALLATION.

3. ALL LONGITUDINAL STRIPING SHALL BE PAINT. ALL PAVEMENT MARKINGS, INCLUDING CROSSWALKS, STOP BARS, BIKE SYMBOLS, AND ARROWS, AND STORM INLET MARKINGS SHALL BE THERMOPLASTIC. CONTRACTOR IS RESPONSIBLE FOR

LAYOUT AND STAKING OF ALL STRIPING AND PAVEMENT MARKINGS.

4. CONTRACTOR SHALL FIELD VERIFY AND DOCUMENT THE TYPE AND LOCATION OF ALL EXISTING STRIPING AND PAVEMENT MARKINGS, BY SURVEYING OR OTHER APPROVED METHOD, PRIOR TO CONSTRUCTION. INSTALL NEW LONGITUDINAL STRIPING AND PAVEMENT MARKINGS TO MATCH THE PROPOSED LAYOUT IN THE PLANS. THE FINAL LOCATIONS AND

QUANTITIES OF STRIPING AND OR PAVEMENT MARKINGS MAY BE ALTERED BY ENGINEER.

5. CONTRACTOR SHALL INSTALL NEW RAISED PAVEMENT MARKERS PER ODOT STANDARD DRAWINGS 502 AND 515.

6. TEMPORARY FLEXIBLE PAVEMENT MARKERS ARE ALLOWED PRIOR TO STRIPING FOR A MAXIMUM PERIOD OF 14 CALENDAR

DAYS.

7. CONTRACTOR SHALL OBTAIN CITY APPROVAL OF STRIPING LAYOUT A MINIMUM OF 72 HOURS BEFORE STRIPING.

SIGNING AND STRIPING NOTES

3. ALL SURVEY AND STAKING NECESSARY FOR CONSTRUCTION SHALL BE PROVIDED

BY THE CONTRACTOR. THE CONTRACTOR SHALL DEVELOP AND MAKE ALL DETAIL

SURVEYS NECESSARY FOR LAYOUT AND CONSTRUCTION. COMPLETE ALL SURVEY

STAKING AS NEEDED USING INFORMATION CONTAINED IN THE PLANS AND ADJUSTED

AS NECESSARY TO MEET ADA REQUIREMENTS. ADDITIONAL INFORMATION OR

CLARIFICATION BY THE ENGINEER MAY BE AVAILABLE UPON REQUEST, BUT IS NOT

GUARANTEED. SURVEYED FIELD LAYOUT SHALL BE REVIEWED BY THE ENGINEER

PRIOR TO DEMOLITION AND AGAIN PRIOR TO CONCRETE PLACEMENT.

4. ADA RAMP CLOSURES SHALL BE LIMITED TO 7 CALENDAR DAYS.

SUBMIT TRAFFIC CONTROL PLAN AND PEDESTRIAN DETOUR PLAN FOR RAMP

CLOSURES. PLAN SHALL INCLUDE, BUT IS NOT LIMITED TO, WORK AREA PROTECTION,

SIDEWALK CLOSURES AND DETOURS.

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \G

S H

.d w g

/1 1/

E liz ab et h W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

SURVEY CONTROL AND SHEET LAYOUT

G1.4

Know what'sbelow.

Callbefore you dig.

S E

E A V E

SHEET LAYOUT - SE STEPHENS ST

SCALE: NTS

S E

E A V E

S E

R O

V E

S E

B U

R K E

S T

S E

H A

V E

S E

B R O

C K W

A Y

A V E

S E

W A

E A V E

SE STEPHENS ST

AKLAN

-SH

C2.1

C2.2 C2.3 C2.4 C2.5

C1.1

C1.2

C1.3

C1.4

C1.5

C1.6

C1.7

C1.8

POINT # NORTHING EASTING ELEVATION DESCRIPTION

19 135024.12 159540.15 499.67 CP PK WASHER

CONTROL POINT DATA TABLE

20 134422.30 159284.44 504.16 21 134152.29 159087.93 502.27 22 133838.91 158987.74 495.72 26 135314.52 159683.21 500.43

101 134082.09 159042.53 500.40 PK WASHER LS2752

CP #19

CP #20

CP #26

CP #22

CP #21CP #101

CP PK WASHER

0% 6.

0.7% 3.6'

9% 5.

0.9% 3.8'

0.9% 7.0'

0% 6.

0.9% 7.0'

1.0% 8.3'

2.5% 7.0'

3.4% 4.4'

6% 6.

2.5% 4.3'

2.5% 7.0'

0% 6.

1.0% 8.3'

2% 6.

7.5% 6.3'

1.0% 8.0'

TC 496.25

FL 495.77

GUT 495.53

MATCH EX.

GUT 495.74

MATCH EX.

FG 495.45

MATCH EX.

FG 495.68

MATCH EX.

FG 496.53

MATCH EX.

FG 496.43

MATCH EX.

FG 496.22

MATCH EX.

FG 496.17

MATCH EX.

FG 496.13

FG 496.19

FG 496.21

FG 496.38

FG 496.13

FG 496.32

TC=FG

FG 496.07

TC=FG

FG 496.15

TC 496.17

FL=TC

FL 495.59

FL=TC

FL 495.67

FG 495.64

MATCH EX.GUT 495.63

TC 496.09

MATCH EX.

0.0'

3.6'

11.6'

3.0'

3.2% 7.0'

1.0% 8.0'

2.4% 7.0'

4.3% 4.0'

1% 6.

2.4% 4.3'

0% 6.

2.4% 7.0'3.2%

7.0' 3.2% 3.6' 1.0%

6.5'

1.8% 4.0'

8% 6.

0% 6.

1.0% 8.0' 1.0%

6.5'

9% 5.

5% 5.

1.0% 8.0'

TC 494.72 TC 495.14

TC 495.00TC 494.92

FL 494.21 FL 494.59

GUT 494.37

MATCH EX.

GUT 494.70

MATCH EX.

FG 494.53

MATCH EX.

FG 494.87

MATCH EX.

FG 495.16

MATCH EX.

FG 495.29

MATCH EX.FG 494.57

MATCH EX.

FG 494.46

MATCH EX.

FG 494.64

FG 494.87

FG 494.95 FG 495.12

FG 495.06

FG 494.58

TC=FG

FG 494.80

TC=FG

FG 494.88

FL=TC

FL 494.42

FL=TC

FL 494.50

GUT 494.46

GUT 494.54

3.7'

22.1' 4.5'

4.5'

3.1'

1.6' 15.0' 3.2'

FG 494.47

MATCH EX.

FG 495.15

MATCH EX.

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

OAKLAND-SHADY HIGHWAY C1.1

W CORNER

1"=5'

OAKLAND-SHADY HWY

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

AKLAND-SHADY HW

SE STEPHENS ST

E CORNER

1"=5'

OAKLAND-SHADY HWY

1 2

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD904.

CONSTRUCT REVERSE SLOPE GUTTER,

SEE DETAIL 1/D1.3

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER 14"

AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

CONTRACTOR TO PRESERVE OR RESTORE EXISTING IRRIGATION

SYSTEM.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

KEYED NOTES:

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

6 6

NOTE: SEE ROADWAY PAVEMENT PLANS FOR SIGNING AND STRIPING INFORMATION.

5.0'

4.3'

7.3'

9.3'

10.1'

6.0'

3.9'

5.8'

3.8'

5.8'

6.5'

6.2'

6.3'

6.2'

3.9'

5.0' 5.2'

6.6'

7.9'

5.0'

4.0' M

3.0'

12.8'

13.3'

16.4'

3.0'

10.7'

2.0

5.7'

7.0

5.0

6.4'

6.2'

6.7'

6.2'

7.0'11 .3'

5.0

.3'

6.0'

3.6'

5.0

12.8'

5.0'

4.3'

3.9'

21.0'

15.2' 3.0'

10.2'

4.0'

7.6'

7.1'

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

IST

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE RICE AVE & SE STEPHENS ST C1.2

1"=5'

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

E A V E

NE CORNER

1"=5'

SE CORNER

1"=5'

SE STEPHENS ST

S E

E A

V E

S E

E A

V E

81 1

S E

E A V E

SE STEPHENS ST

MATCH EX.

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

CONSTRUCT REVERSE SLOPE GUTTER,

SEE DETAIL 1/D1.3.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

RESET EXISTING VALVE BOX TO FINISH GRADE.

RECONSTRUCT EXISTING CATCH BASIN TO FINISH GRADE.

RECONSTRUCT EXISTING CURB INLET TO FINISH GRADE..

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

14" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

KEYED NOTES:

MATCH EX.

R=16.0'

R=20.0'

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

MATCH EX. MATCH EX.

MATCH EX.

2.5% 5.5'

0% 8.

0.9% 5.0'

4.5% 4.6'

1.0

5.0

7% 4.

0.7%4.4'

1.5% 9.3'

8% 4.

1.0% 7.6'

1.0%4.0'

1.0

5.0

1.0%4.0'

0.6% 5.7'

7.5%2.9'

2.0% 5.0'

5% 4.

FG 500.07

MATCH EX.

FG 500.36

MATCH EX.

FG 500.26

MATCH EX.

FG 499.68

MATCH EX.

FL=TC

FL 499.90

FL=TC

FL 499.85

FG 500.23

MATCH EX.

FG 500.25

MATCH EX.

TC 500.11

TC 500.02

TC 500.24

FL 499.93

GUT 499.97

MATCH EX.

FL 499.59

GUT 499.61

MATCH EX.

FG 500.11

FG 500.16

FG 500.12

FG 500.07

GUT 499.94

GUT 499.89

TC 500.29

TC 500.12

TC 500.14

TC 500.03

FG 500.27

TC 500.77

FG 500.33

TC 500.83

FG 500.37

FG 500.22

3.6% 6.0'

1.0

5.0

6 '

3.6% 4.5'

FL 499.92

GUT 499.98

FL 499.71

GUT 499.79

FL 499.66

GUT 499.71

16.6'

.8'

17.8'

3.3'

3.0'

1.0% 6.8'

1.0

6.5

1.0% 6.9'

1% 7.

2.7% 6.9'

8% 7.

0% 6.

3% 6.

11.6% 5.1'

2.4% 5.0'

2.0% 5.0'

8.8% 5.6'

6% 6.

TC 500.04

TC 502.10

FG 500.42

FG 500.37

FG 500.45

FG 502.16

FG 502.28

MATCH EX.

FG 500.23

MATCH EX.

TC 500.38

FL=TC

FL 500.30

FL=TC

FL 500.36

GUT 500.40

GUT 500.34

GUT 499.93

GUT 499.62

MATCH EX.

GUT 501.77

MATCH EX.

FL 501.75

FL 499.88

FL 499.55

FG 501.85

MATCH EX.

FG 501.33

MATCH EX.

FG 500.41

MATCH EX.

FG 499.70

MATCH EX.

TC 502.20

MATCH EX.

0.9% 8.9'

0.7%8.0'

8.8%14.2'

1.1%5.3'

11.6%9.9'

1.4 % 5.5'

3.0'

19.1'

16.6'

20.1'

3.0'

5.6'

7.5'

FG 502.15

MATCH EX.

FG 501.83

MATCH EX.

FG 500.81

MATCH EX.

FG 500.68

MATCH EX.

3.8'

10.4'

8.4'

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE RICE AVE & SE STEPHENS ST C1.3

1"=5'

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

E A V E

NW CORNER

1"=5'

SW CORNER

1"=5'

S E

E A

V E

S E

E A

V E

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

REMOVE AND REPLACE EXISTING WATER METER BOX, MATCH

FINISH GRADE.

RESET EXISTING VALVE BOX TO FINISH GRADE.

WATER SERVICE TO BE LOWERED. INSTALL SINGLE 58" X 34"

SERVICE ASSEMBLY, ITEMS 4-9. INSTALL NEW METER BOX,

MATCH FINISH GRADE. CONNECT TO EXISTING SERVICE PIPE

AND NOTE THAT NO JOINTS SHALL BE ALLOWED IN SERVICE

PIPE. COORDINATE ANY SHUTDOWN WITH CITY PER

SPECIFICATIONS,

SEE CITY OF ROSEBURG STD. DWG. NO. 108, SHEET D1.3.

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

14" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

PROTECT CURB WEEPHOLE AND BUILDING DOWNSPOUT ALONG

WALL.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

KEYED NOTES:

8 9

S E

E A V E

SE STEPHENS ST SE STEPHENS ST

R=16.0'

R=20.0'

33 3

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

5.8'

4.5'

6.0'

8.0' 5.1'

5.0

6.4'

5.0' 3.5

3.5

5.0

9.0'

5.5'

5.0' 5.2'

5.2'

5.7'

4.1'

6.0' 4.8'

4.8'

2.5'

4.6'

3.0'

17.9'

10.1'

17.0'

3.3'

3.0'

2.1'

7.0' 5.2'

5.0'

1.0% 7.5'

1.7% 5.8'

7% 1.

7% 2.

1.0% 5.0'

1.4% 13.7'

0% 6.

0.5% 13.7'1.0%

6.5'

1.0% 5.0'

0% 6.

3.9% 3.5'

0.5% 2.4'

4.0% 3.5'

1.0% 8.0' 1.0%

6.5'

1.0% 8.0'

0.3% 5.0'

1.0% 6.5'

0.3% 5.0'

0% 6.

1.0% 8.0'

0% 6.

0.3% 5.0'

3.4% 4.2'

3.5% 6.4'

0.3% 4.2'

0.3% 5.0' 1.0%

6.5'

10.2'

2% 7.

9% 6.

FG 504.88

MATCH EX.

FG 504.59

MATCH EX.

FG 504.30

MATCH EX.

FG 504.49

MATCH EX.

GUT 504.20

MATCH EX.

FG 504.48

FG 504.46

FG 504.45

FG 504.56

FG 504.36

FG 504.73

FG 504.40

FG 504.38

TC=FG

FG 504.49 TC=FG

FG 504.41TC=FG

FG 504.42

FG 504.37

TC 504.87

FL 504.15

TC 504.61

TC 504.65

FL 504.13

GUT 504.20

FG 504.31

MATCH EX.

FL=TC

FL 504.25 FL=TC

FL 504.17

TC 504.67

TC 504.51

GUT 504.28

GUT 504.20

FG 504.26

MATCH EX.

TC 504.75

FG 504.18

TC 504.68

FG 504.68

TC 505.18

FG 504.31

TC 504.81

FL=TC

FL 504.16

FL=TC

FL 504.23

GUT 504.26

GUT 504.20

TC 504.37

MATCH EX.

TC 504.78

MATCH EX.

0 '

12.9 '

TC 504.80

GUT 504.80

3.3'

15.6'

27.0' 3.4'

2.1'

30.4' 4.7'

FL 504.30

FG 504.95

MATCH EX.

FG 504.68

MATCH EX. FG 504.48

MATCH EX.

5.1% 5 .1'4.

5% 3.

1.1

3.7

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE ROBERTS AVE & STEPHENS ST C1.4

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

R O

V E

NE CORNER

1"=5'

SE CORNER

1"=5'

S E

R O

B E

A V

KEYED NOTES:

8 9

S E

R O

B E

A V

S E

B U

R K E

S T

SE STEPHENS ST

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND 24" GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

RESET EXISTING VALVE BOX TO FINISH GRADE.

RECONSTRUCT EXISTING CURB INLET TO FINISH GRADE.

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

12" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

GROUT POLE BASE AS DIRECTED BY ENGINEER.

CONTRACTOR TO PRESERVE OR RESTORE EXISTING

IRRIGATION SYSTEM.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT LANDSCAPE PLANTER.

INSTALL RRFB,

SEE ODOT STD. DWG. TM493.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

MATCH EX.

1.5'

MATCH EX.

R=10.0' R=14.5'

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

NOTE: SEE ROADWAY PAVEMENT PLANS FOR SIGNING AND STRIPING INFORMATION.

MATCH EX.

6.8% 7.7'

4'1.0% 7.5'

0.4% 3.4'

1.4

9.5

1.1

.7'

1.0% 6.0'

6.9% 10.6'

0% 6.

5.8% 10.6'

0% 6.

1.0% 8.0'

0% 6.

1.0% 8.0'

0% 6.

1.0% 8.0'

1.9% 8.0'

0% 6.

0.1% 5.0'

1.7% 5.0'

4% 5.

1.9% 8.0'

1.0% 6.0'

0% 6.

2.8% 7.6'

4.0% 5.0'

5% 3.

9' 1.0%4.0'

7.5%4.4'

0.8% 5.9'

1.1% 4.0'

0.9%5.7' 4.

1% 2.

1.0%4.0'

2.0%6.8'

7.5% 3.5'

4% 1.

5.1% 0.7'

4% 1.

1.0% 4.0'

FG 503.77

MATCH EX.

FG 503.78

FG 503.65

FG 504.38

FG 504.46FG 504.31

FG 504.25

FG 503.59

TC=FG

FG 504.40

TC=FG

FG 504.32

TC 503.95

TC 503.19

TC 504.04

TC 503.25

TC 503.71

FL=TC

FL 503.38

FL=TC

FL 503.45

FL 503.72

FL=TC

FL 504.22

FL=TC

FL 504.14

GUT 504.26

GUT 504.18

GUT 503.83

MATCH EX.

GUT 503.14

MATCH EX.

FL 503.06

FG 504.32

MATCH EX.

FG 503.97

MATCH EX.

FG 503.74

MATCH EX.

FG 503.12

MATCH EX.

TC=FG

FG 503.71

FG 503.65

TC 504.15

TC 504.25

MATCH EX.

FG 504.39

MATCH EX.

5.1%7.8'

1.0%4.0' 5.1%

5.1'

5.1% 2.9'

FG 503.05

MATCH EX.

FG 503.27

MATCH EX.

FG 503.57

MATCH EX.

FG 503.52

MATCH EX.

FG 503.75

MATCH EX.

FG 503.55

MATCH EX.

FG 503.46

FG 503.38

FG 503.42

FG 503.34

FG 503.38

TC 503.39

TC 503.51

TC 503.38

TC 503.70

FL 502.84

FL 503.21

GUT 503.31

GUT 502.92

GUT 503.10

GUT 503.14

FL=TC

FL 503.11

FL=TC

FL 503.07

FL 503.13

GUT 503.20

FL 503.21

GUT 503.27

FL 504.45

MATCH EX.

GUT 503.42

GUT 503.49

GUT 503.30

3.0'

22.3'

9.3'

3.0'

14.7'

8.6'

6.0' 10.1'

7.8

2.0'

0.5'

8.2'

2.6'

3.0'

FG 504.11

MATCH EX.

TC 504.57

GUT 504.24

MATCH EX.

15.6'

2.8 '

FL 504.19

FL 503.423.8'

3.0'

15.3'

FG 504.30

MATCH EX.

FG 504.26

MATCH EX.

FG 504.16

MATCH EX.

FG 503.92

MATCH EX. FG 503.62

MATCH EX.

5 '

1.1

3.7

5.1% 5 .1'4.

5% 3.

1.1

3.7

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE BURKE ST & STEPHENS ST C1.5

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

B U

R K E

S T

NW CORNER

1"=5'

SW CORNER

1"=5'

S E

B U

R K

E S

8 9

S E

R O

V E

SE STEPHENS ST

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

12" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT LANDSCAPE PLANTER.

REMOVE EXISTING CONCRETE SIDEWALK.

INSTALL MULCH TO PLANTER.

INSTALL RRFB,

SEE ODOT STD. DWG. TM493.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

KEYED NOTES:

PCC

2.3% 7.4'

1.0% 7.4'

5.1% 1.1'

1"=5'

R=15.5'

R=13.0'

R=8.6'

25 26 28

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

NOTE: SEE ROADWAY PAVEMENT PLANS FOR SIGNING AND STRIPING INFORMATION.

6'' W

6'' W 6'' W

1.0% 5.0'

0.3% 5.0'

0% 6.

0.5% 5.1'0.8%

6.4'

1.0% 5.0'

0% 6.

1.0% 5.0'

5.6% 5.0' 7.

1% 5.

0.6% 4.9'

5.7%15.0'

5.7%14.9' 7.

2.5% 6.9'

3.8% 4.4'

1.0% 5.2'

4.2% 3.8'

1.0% 6.0'

2.6% 6.0'

0.9% 5.0'

4% 6.

2.6% 5.0'

2.6% 6.0'

1.0% 6.0'

4.2% 3.8'

1.0% 5.2'

5.5% 2.8'

0% 6.

2.8% 6.0'

4% 5.

0% 6.

0% 5.

1.0% 6.0'

0% 5.

0% 6.

2.5% 8.0'

FG 500.24

MATCH EX.

FG 500.21

FG 500.16

FG 500.27

FG 500.29

MATCH EX.

FG 500.22

FG 501.13

FG 501.41

MATCH EX. TC 501.44

MATCH EX.

TC 501.08

FL 500.62

GUT 500.69

MATCH EX.

FL 500.20

GUT 500.33

MATCH EX.

TC 500.60

FL=TC

FL 500.05

FL=TC

FL 500.00

GUT 500.06

MATCH EX.

GUT 500.09

FG 500.82

MATCH EX.

FG 500.33

MATCH EX.

FG 500.23

MATCH EX.

FG 500.14

MATCH EX.

FG 501.12

MATCH EX.

FG 499.90

MATCH EX.

FG 500.10

MATCH EX.

FG 500.20

MATCH EX.

FG 500.13

MATCH EX.

FG 500.65

MATCH EX.

FG 499.75

MATCH EX.

FG 499.88

FG 500.32

FG 500.27

FG 500.10 FG 499.94

FG 500.16

TC=FG

FG 500.03FG 500.10

TC 500.60

TC 501.07

FL 500.62

GUT 500.57

MATCH EX.

GUT 500.15

FL=TC

FL 500.05

GUT 500.10

FL=TC

FL 499.87

FL=TC

FL 499.93

GUT 499.97

GUT 499.91

3 '

9 .

4 .

6 '

0.9%

12.3'

FG 500.20

TC 500.70

FG 500.26

TC 500.76

FL=TC

FL 500.10

RIM 499.95

3.8'

19.0'

7.7'

10.9'

19.1'

2.7'

3.0'

16.2'

17.3'

22.6'

3.0'

2.5'

14.4' 5.3'

TC 500.10

FL 499.91

0.8%6.5' 7.9% 2.2'

TC 500.08

FL 499.78

GUT 499.88

MATCH EX.

FG 500.29

MATCH EX.

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE HAYNES AVE & SE STEPHENS ST C1.6

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

H A

V E

NE CORNER

1"=5'

SE CORNER

1"=5'

S E

H A

Y N

E S

A V

KEYED NOTES:

8 9

2 12

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

RECONSTRUCT EXISTING CATCH BASIN TO FINISH GRADE.

REMOVE EXISTING CATCH BASIN.

INSTALL NEW CONCRETE INLET TYPE CG-2 WITH TYPE 2 GRATE,

SEE ODOT STD. DWGS. RD365 AND RD366.

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

12" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

RESTORE EXISTING PAVEMENT. MATCH EXISTING AC MIXTURE

DEPTH OVER 8" AGGREGATE BASE,

SEE DETAIL 7/D1.2.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT LANDSCAPE PLANTER.

CONNECT PROPOSED CATCH BASIN TO EXISTING STORM

MAINLINE, INVERT ELEVATIONS AS SHOWN.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

12PT

PCC

1"=5'

R=15.0'

SE STEPHENS ST

R=16.0'

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

NOTE: SEE ROADWAY PAVEMENT PLANS FOR SIGNING AND STRIPING INFORMATION. 33

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

0.3% 5.0'

0.3% 8.0'

1.0% 6.0'

2.2% 8.0'

0% 6.

6% 6.

0% 5.

1.0% 6.0'

0% 5.

0% 6.

3.8' 4.8'

2.8'

FG 499.65

TC 500.15

FG 499.71

TC 500.21

FG 499.75

FG 499.77

FG 499.71 FG 499.54

FG 499.43

FG 499.48

FG 499.69

FG 499.67

MATCH EX.

FG 499.39

FL=TC

FL 499.60

FL=TC

FL 499.54

GUT 499.64

GUT 499.58

GUT 499.16

MATCH EX.

FL 499.07

TC 499.35

FG 499.71

MATCH EX.

TC 499.72

FL 499.41

GUT 499.43

MATCH EX.

9.7'

9.3'

8.1'

6.8'

1% 5.

0.0% 5.3'

0% 5.

0% 6.

0.9% 5.3'

0.9% 5.0'

0.9% 4.7'

FG 499.50

FG 499.45

FG 499.41

FG 499.23

MATCH EX.

FG 499.35

MATCH EX.

TC 499.72

TC 499.68 GUT 499.45

GUT 499.46

3.0'

15.5'

19.1'

17.2'

1.0% 6.0'

2.2% 8.0'

0.3% 8.0'

0.8% 5.0'

3.3% 5.5'

0.9% 4.6'

0.9% 5.0'

0.9% 5.3'

FL 499.39

FL 499.43

TC 499.82

FL 499.49

GUT 499.52

TC 499.89

FL 499.56

GUT 499.59

TC 499.82

FL 499.49

GUT 499.55

FG 499.60

MATCH EX.

FG 499.84

MATCH EX.

FG 499.67

MATCH EX.

FG 499.40

MATCH EX.

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE HAYNES AVE & SE STEPHENS ST C1.7

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

SE STEPHENS ST

S E

H A

V E

NW CORNER

1"=5'

KEYED NOTES:

A V E

SE STEPHENS ST

6 2466

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PRESERVE AND PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER,

SEE ODOT STD. DWG. RD700.

CONSTRUCT PEDESTRIAN CURB,

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTALL YELLOW DETECTABLE WARNING SURFACE,

SEE ODOT STD. DWG. RD904.

CONSTRUCT CURB RAMP,

SEE ODOT SERIES RD900 STD. DWGS. AND DETAIL 3/D1.3.

RESET EXISTING VALVE BOX TO FINISH GRADE.

REMOVE AND RELOCATE EXISTING SIGN, INCLUDING NEW OZ

POST BASE. CONTRACTOR TO INSTALL SIGN FOLLOWING

CONCRETE. VERIFY LOCATION WITH ENGINEER PRIOR TO

INSTALL,

SEE DETAIL 5/D1.2.

RESTORE EXISTING ROADWAY. INSTALL 6" AC MIXTURE OVER

12" AGGREGATE BASE, OR MATCH EXISTING, WHICHEVER IS

GREATER,

SEE DETAIL 2/D1.2.

CONTRACTOR TO PRESERVE OR RESTORE EXISTING

IRRIGATION SYSTEM.

CONSTRUCT TRANSITION SIDEWALK PANEL,

SEE ODOT STD. DWG. RD722.

CONSTRUCT 2' GUTTER AT CURB RAMP LANDING/THROAT,

SEE DETAIL 3/D1.3.

PT2

PCC2

PC2

PT1 PCC1

PC1

1"=5'

R=14.0'

R=15.0'R=11.0'

R=10.0'

LIMITS OF CURB RAMP WORK

TURNING SPACE / LANDING

4' X 4' MINIMUM

1.5% MAX MEASURED IN BOTH

DIRECTIONS OF TRAVEL, DESIGN

(2.0% MAX CONSTRUCTED)

DETECTABLE WARNING SURFACE

LEGEND:

SAWCUT

RAMP RUNNING SLOPE

7.5% MAX DESIGN

(8.3% MAX CONSTRUCTED)

CROSS SLOPE

1.5% MAX DESIGN

(2.0% MAX CONSTRUCTED)

FLARE SLOPE

(MAX 10% FINISHED SURFACE SLOPE)

RUNNING SLOPE 4.0% MAX.

(MAX.4.9% FINISHED SURFACE SLOPE)

6'' W 6'' W

6'' W

8.7% 5.2'

1.5% 6.7'

0% 5.

7.4% 6.7'

4.9% 3.6' 4.9%4.0' 1.0

5.5

1.5%5.1' 1.0% 4.7'

1.0% 5.5'

7% 3.

4'1.5%

5.9'9.

8% 3.

3.5%10.9'

1.1%7.5' 16.3%

6.1'

FG 501.33

MATCH EX.

FG 500.83

TC 501.33

FG 500.65

TC 501.15

FG 500.45

TC 500.95

FG 500.53

TC 501.03

FG 502.98

TC 503.48

FG 503.32

MATCH EX. FG 503.23

MATCH EX.

TC 502.93

RIM 501.31

TC 501.14

FL=TC

FL 500.40

TC 500.88

GUT 500.29

MATCH EX.

GUT 500.34

GUT 500.42

GUT 501.30

MATCH EX.

FG 502.58

MATCH EX.

FG 500.64

MATCH EX.

FG 500.47

MATCH EX.

FG 500.48

MATCH EX.

1.0% 5.9'

12.1% 5.0'

1.0% 6.0'

7% 5.

1.0%4.5'

.0 '13.0%

14.5'

7.5%6.3'

7.5%6.4'

1.0%4.5'

0% 5.

1.1% 4.0'

8% 5.

5.9% 4.0'

2.1% 11.1

0 '

7 '

FG 503.77

MATCH EX.

FG 503.75

MATCH EX.

FG 500.89

MATCH EX.

FG 500.70

MATCH EX.

FG 500.67

MATCH EX.

FG 501.08

MATCH EX.

FG 501.03

FG 501.20

FG 501.15

TC 501.65

FG 501.20

FG 501.25

FG 503.28

TC 503.83

FL=TC

FL 500.73

FL=TC

FL 500.68

TC 501.02

TC 500.97

TC 500.74

GUT 500.53

GUT 500.64

GUT 500.71

GUT 500.76

GUT 503.04

GUT 503.63

MATCH EX.

GUT 500.50

MATCH EX.

FL=TC

FL 500.48

GUT 500.52

2.1% 3.3'

11.9'

18.8'

20.0'

5.0'

3.0'

.6'

13.7'

3.3' 5.

3.5'

FL 500.21

FL 501.00

FL 502.37

MATCH EX.

FL 503.78

FL 500.52

FL 500.47

FL 500.42

TC 500.78

FL 500.28

TC 503.22

FL 502.99

FG 501.54

MATCH EX.

FG 501.04

MATCH EX.

RIM 500.53

15" CONC

IE OUT = 497.80'

8.7% 5.2'

1.5% 6.7'

0% 5.

7.4% 6.7'

4.9% 3.6' 4.9%4.0' 1.0

5.5

1.5%5.1' 1.0% 4.7'

1.0% 5.5'

7% 3.

4'1.5%

5.9'9.

8% 3.

3.5%10.9'

1.1%7.5' 16.3%

6.1'

FG 501.33

MATCH EX.

FG 500.83

TC 501.33

FG 500.65

TC 501.15

FG 500.45

TC 500.95

FG 500.53

TC 501.03

FG 502.98

TC 503.48

FG 503.32

MATCH EX. FG 503.23

MATCH EX.

TC 502.93

RIM 501.31

TC 501.14

FL=TC

FL 500.40

TC 500.88

GUT 500.29

MATCH EX.

GUT 500.34

GUT 500.42

GUT 501.30

MATCH EX.

FG 502.58

MATCH EX.

FG 500.64

MATCH EX.

FG 500.47

MATCH EX.

FG 500.48

MATCH EX.

FG 500.89

MATCH EX.

GUT 503.04

FL=TC

FL 500.48

GUT 500.52

11.9'

18.8'

20.0'

5.0'

FL 500.21

FL 501.00

FL 502.37

MATCH EX.

TC 500.78

FL 500.28

TC 503.22

FL 502.99

E. WILSON

CWE

R. VOORHIES

NO. DATE REVISIONBY

MAY 2026

SHEET NO.

ONE INCH (REF)

SCALE

PLAN

PROFILE

HORIZ.

VERT.

DESIGNED:

DRAWN:

CHECKED:

CWE PROJECT NO.

40193.030.01

900 SE DOUGLAS AVE.

ROSEBURG, OR 97470

CITY PROJECT #: 26PW01

CITY PROJECT MANAGER

JESTEN BRENNER

Y :\P ro je ct s\

R os eb ur g, C ity o f\0

-S te ph en s Pa ve m en t &

C ur b R am p

D es ig n\

O R

G \C

-0

- C ur b R am p

Pl an

S he et s.

dw g

E liz ab et h

W ils on

WWW.CENTURYWEST.COM

5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035

503.419.2130

ERED PROFESSIONALE

N G I N E E R

72533PE

OREGON

EXPIRES: 6/30/26

A AJ

W ,8

N I800 HROO

OF 23

2026 SE STEPHENS STREET PAVEMENT AND

CURB RAMP IMPROVEMENTS - PHASE 1

CURB RAMP CONCEPT

SE BROCKWAY AVE & SE STEPHENS ST C1.8

SCALE OF FEET

SCALE: 1"=5'

0 5 10

KEY MAP

S E

B R O

C K W

A Y

A V E

NE CORNER

1"=5'

SE CORNER

1"=5'

S E

B R

O C

K W

A Y

A V

SAWCUT AND MATCH EXISTING, LENGTH PER PLAN.

PROTECT IN PLACE.

CONSTRUCT STANDARD CURB AND GUTTER.

SEE ODOT STD. DWG. RD700

CONSTRUCT PEDESTRIAN CURB.

SEE DETAIL 4/D1.2.

CONSTRUCT CONCRETE SIDEWALK,

SEE ODOT STD. DWG. RD720.

INSTAL…

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File details come from the government source that posted it. Updated May 19, 2026.