722408-Bailey Ridge Plans-Signed.pdf

PDF 13 MB Posted Mar 3, 2026

Attached to: 256103-Bailey Ridge Park Development, Phase 1
Solicitation number: S-KS0043-00016187
Issued by: Marion County, Oregon

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Written by GovTribe AI · Mar 5, 2026

Bailey Ridge Park Restoration and Pathway Project - Plan Set Summary

This is a comprehensive plan set and bid document for the City of Salem's Bailey Ridge Park Restoration and Pathway Project, prepared by Environmental Science Associates as the prime consultant for landscape architecture, permitting, and engineering. The project involves the restoration and stabilization of Chambers Swale, a degrading stream channel, along with the construction of an accessible public pathway system within the park located at 1457 23rd Street SE, Salem, Oregon (Taxlot 083W06CC13900). The work includes swale bank stabilization with engineered streambed materials and rock weir structures, installation of a 6-foot-wide concrete pathway approximately 7,400 linear feet in length with accessible grading (maximum 4.8% running slope, 1.5% cross slope), erosion and sediment control measures, planting restoration in disturbed areas and wetland buffers, removal of invasive vegetation, temporary stream crossing and flow diversion, and installation of site amenities including benches, trash receptacles, information boards, gates, and deer browse fencing. The bid set was issued in February 2026, with the project requiring coordination with City of Salem departments, utility providers, the Oregon Department of Environmental Quality (Permit No. 1200-CA), the Department of State Lands, U.S. Army Corps of Engineers, and the Oregon Department of Fish and Wildlife regarding in-water work window requirements.

The plans specify construction shall conform to City of Salem standards and Standard Construction Specifications (SCS), with the contractor responsible for all site security, public notification (72 hours advance notice for work affecting access), tree and utility protection, staging area management, and compliance with migratory bird nesting requirements (March 1 to August 31). The contractor must establish a Construction Access and Staging Plan, Temporary Traffic Control Plan, Work Area Isolation and Stream Diversion Plan with turbidity monitoring protocols, and coordinate tree removal work scheduled to be performed by the City of Salem prior to pathway construction. All disturbed areas shall be restored to in-kind conditions at no additional cost to the City, with supplemental project monitoring following construction completion to verify erosion stabilization success; the project is designed by a registered professional engineer (Chad D. McKinney, PE, CFM) and approved by the City of Salem on March 4, 2026, with the engineer's registration expiring December 31, 2026.

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Other files

File	Type	Posted
Zoom Teams Link for Bid Opening.pdf	PDF	Mar 3, 2026
722408-Project Manual-Signed.pdf	PDF	Mar 3, 2026
722408-Bid_Register_Rank.pdf	PDF	Mar 3, 2026

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CONTEXT MAP

SHEET INDEX

BAILEY RIDGE PARK RESTORATION AND

PATHWAY PROJECT

CITY OF SALEM PRIME CONSULTANT:

LANDSCAPE ARCHITECTURE,

PERMITTING, ENGINEERING

ENVIRONMENTAL SCIENCE ASSOCIATES

819 SE MORRISON STREET SUITE 310

PORTLAND, OR 97214

(503) 274-2010

PROJECT MANAGER: MATTHEW CRAMPTON, RLA

PROJECT ENGINEER: CHAD MCKINNEY, PE, CFM

BID SET

FEBRUARY 2026

PROJECT MANAGER: TONY J. OU,

ENGINEERING ASSOCIATE

VICINITY MAP SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

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SURVEY

OTAK

808 SW THIRD AVE., SUITE 800

PORTLAND, OR 97204

(503) 415 2332

CONTACT:

SUE TSOI, PLS

CULTURAL RESOURCE STUDY

HISTORICAL RESEARCH ASSOCIATES

59 E. 14TH AVE

EUGENE, OR 97401

(206) 898 5781

CONTACT:

BRADLEY BOWDEN, PRINCIPAL ARCHAEOLOGIST

PROJECT LOCATION

NOTICE TO EXCAVATORS:

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 952-001-0090. YOU MAY OBTAIN COPIES OF

THE RULES BY CALLING THE CENTER.

(NOTE: THE TELEPHONE NUMBER FOR THE

OREGON UTILITY NOTIFICATION CENTER IS

(503)-232-1987.

Dig Safely.

POTENTIAL UNDERGROUND FACILITY OWNERS

Call the Oregon One-Call Center 1-800-332-2344

1457 23RD ST. SE

SALEM, OR 97302

Page Number Sheet Number Sheet Title

1 G0.0 COVER SHEET

2 G1.0 GENERAL NOTES

3 G2.0 EXISTING CONDITIONS

4 G3.0 CONTRUCTION ACCESS, STAGING, AND TESC PLAN

5 G4.0 DEMOLITION & TREE PROTECTION NOTES

6 G4.1 DEMOLITION & TREE PROTECTION PLAN

7 C1.0 SITE PLAN

8 C2.0 SWALE PROFILE AND SECTIONS

9 L1.0 PATH GRADING PLAN

10 L2.0 MATERIALS & LAYOUT PLAN - EAST

11 L2.1 MATERIALS & LAYOUT PLAN - WEST

12 L3.0 IRRIGATION PLAN

13 L4.0 PLANTING LEGENDS & NOTES

14 L4.1 SEEDING LEGENDS

15 L4.2 PLANTING PLAN

16 L4.3 SOIL TREATMENT PLAN

17 C3.0 DROP STRUCTURE DETAILS

18 C3.1 TESC DETAILS 1

19 C3.2 TESC DETAILS 2

20 C3.3 TESC DETAILS 3

21 L5.1 LANDSCAPE DETAILS 1

22 L5.2 LANDSCAPE DETAILS 2

23 L5.3 LANDSCAPE DETAILS 3

24 L6.1 COIR FABRIC DETAILS 1

25 L7.1 IRRIGATION DETAILS 1

26 L8.1 PLANTING DETAILS 1

27 L8.2 PLANTING DETAILS 2

UTILITY CONTACTS

CITY OF SALEM PUBLIC WORKS DEPARTMENT 503-588-6211

CITY OF SALEM PUBLIC WORKS DISPATCH 503-588-6311

PGE SERVICE COORDINATION 503-323-6700

PGE (LIGHTING) JEFF STEIGLEDER 503-672-5462

SALEM ELECTRIC OFFICE 503-362-3601

NW NATURAL GAS OFFICE 503-226-4211

CENTURYLINK OFFICE 888-320-3452

COMCAST CABLE TV CHRIS CRANFORD 503-476-2477

CITY OF SALEM

REVIEWED BY _____________________________________________

DATE

APPROVED BY _____________________________________________

DATE

AARON KIMSEY, PE

ALLEN DANNEN, PE

03/04/2026

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

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GENERAL NOTES

G1.0

MFN/TTF

MAC

1. ALL CONSTRUCTION SHALL BE TO CITY OF SALEM STANDARDS, THE STANDARD CONSTRUCTION

SPECIFICATIONS (SCS), AND SPECIAL PROVISIONS DEVELOPED FOR THIS PROJECT.

2. REFERENCE STANDARD CONSTRUCTION SPECIFICATIONS (SCS) FOR REQUIREMENTS REGARDING

PROTECTION OF EXISTING FACILITIES AND TREES.

3. REFERENCE SCS FOR LIST OF ANTICIPATED SUBMITTALS.

4. REFERENCE SCS FOR REQUIREMENTS REGARDING OPERATION OF EXISTING WATER VALVES.

5. REFERENCE SCS FOR TRAFFIC PROTECTION AND CONTROL REQUIREMENTS.

6. ALL UTILITIES SHOWN ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ADJACENT

UTILITIES WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WATER, POWER, SEWER, STORM, AND

COMMUNICATIONS.

8. UTILITY COORDINATION:

THE LOCATION AND DESCRIPTION OF EXISTING UTILITIES SHOWN ARE COMPILED FROM

AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT

GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS.

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

952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE

TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).

(A). PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES

IN SERVICE AND PROTECT THEM DURING CONSTRUCTION.

(B). UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN

PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO

ACCOMPLISH THE WORK.THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED

ENDS OF ABANDONED UTILITIES.

9. REFERENCE THE SCS FOR ANY ADDITIONAL UTILITY COORDINATION REQUIREMENTS.

10. PROTECT ALL ROOTS TWO INCHES IN DIAMETER AND LARGER. TRIM TREES, SHRUBS, AND HEDGES

ONLY AS DIRECTED BY THE CITY OF SALEM ARBORIST AND OWNER'S REPRESENTATIVE. IF ROOTS OF THIS SIZE ARE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL

STOP WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY ARBORIST AND OWNER'S

REPRESENTATIVE. NO CUTTING, PRUNING, OR REMOVAL OF ROOTS GREATER THAN OR EQUAL TO TWO INCHES IN DIAMETER SHALL OCCUR WITHOUT WRITTEN DIRECTION OF THE CITY OF SALEM

ARBORIST OR OWNER'S REPRESENTATIVE.

11. CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH MINIMUM 48 HOURS NOTICE

PRIOR TO NEEDING THE OWNER'S REPRESENTATIVE ON SITE. COORDINATE WITH THE OWNER'S

REPRESENTATIVE TO REVIEW INSTALLATION OF PROPOSED PROJECT FEATURES AS NEEDED.

12. ALL CONSTRUCTION SHALL CONFORM TO CITY OF SALEM'S OREGON DEPARTMENT OF

ENVIRONMENTAL QUALITY PERMIT NO. 1200-CA.

13. CONTACT THE CITY OF SALEM'S REPRESENTATIVE IMMEDIATELY IF UNANTICIPATED CONTAMINATION

IS ENCOUNTERED DURING CONSTRUCTION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES,PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE

PERFORMANCE OF WORK COVERED BY THE CONTRACTOR.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY INCLUDING PROTECTION OF WORK

AND SITE AGAINST VANDALISM, THEFT, AND UNAUTHORIZED ACCESS.

16. THE CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES SEVENTY-TWO (72) HOURS IN ADVANCE OF ANY WORK AFFECTING ACCESS OR SERVICE, AND SHALL MINIMIZE INTERRUPTIONS TO

DRIVEWAYS FOR RESIDENTS ADJACENT TO THE PROJECT SITES.

17. ALL LAWN AND VEGETATED AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO AN IN-KIND CONDITION MATCHING EXISTING CONDITIONS PRIOR TO DISTURBANCE, AT NO ADDITIONAL COST TO THE CITY, USING COMPARABLE SPECIES, MATERIALS, AND FINISHES UNLESS OTHERWISE

DIRECTED BY THE CITY OF SALEM OR OWNER'S REPRESENTATIVE.

18. DISTURBANCE OR DAMAGE TO OTHER PROPERTY ON ADJACENT PARCELS OR IN THE PUBLIC RIGHT OF WAY SHALL BE RESTORED TO AN IN-KIND CONDITION MATCHING EXISTING CONDITIONS PRIOR TO DISTURBANCE, AT NO ADDITIONAL COST TO THE CITY, USING COMPARABLE SPECIES, MATERIALS, AND FINISHES UNLESS OTHERWISE DIRECTED BY THE CITY OF SALEM OR OWNER'S

REPRESENTATIVE.

19. A COPY OF THE APPROVED PLANS SHALL BE ONSITE DURING CONSTRUCTION AT ALL TIMES.

20. THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL WRITTEN AUTHORIZATION TO PROCEED

HAS BEEN PROVIDED BY THE CITY OF SALEM.

21. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SALEM ON OBTAINING ALL PROJECT

PERMITS PRIOR TO STARTING CONSTRUCTION.

22. ALL WORK SHALL TAKE PLACE WITHIN THE BOUNDARIES OF PARCEL 3801. NO WORK SHALL TAKE

PLACE ON ADJACENT PROPERTIES.

1. ENVIRONMENTAL SCIENCE ASSOCIATES IS NOT RESPONSIBLE FOR DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES USED FOR THE CONTRACTOR TO

PERFORM THEIR WORK.

2. THE CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH PROJECT PERMITS ANY IN-WATER WORK WINDOW REQUIREMENTS ISSUED IN PERMITS BY THE DEPARTMENT OF STATE LANDS, U.S. ARMY COPS OF ENGINEERS, AND THE OREGON DEPARTMENT OF FISH AND WILDLIFE.

3. DUE TO THE DEGRADABLE NATURE OF SOME OF THE PROPOSED PROJECT MATERIALS, ENVIRONMENTAL SCIENCE ASSOCIATES DOES NOT GUARANTEE THE LIFESPAN OF INSTALLED SITE FEATURES AND THE STABILIZATION SUCCESS OF THE PROJECT. SUPPLEMENTAL PROJECT MONITORING FOLLOWING THE COMPLETION OF CONSTRUCTION WILL NEED TO BE CONDUCTED TO DETERMINE PROJECT SUCCESS IN

STABILIZING THE ON-GOING EROSION OF THE SWALE'S BANKS AND BED.

4. CONTRACTOR SHALL VERIFY EXISTING SITE FEATURES AND DISCUSS POSSIBLE CONSTRUCTION CONFLICTS WITH PROJECT REPRESENTATIVE

PRIOR TO START OF WORK.

5. CONTRACTOR SHALL LIMIT MACHINERY MOVEMENT AND DISTURBANCE TO STAGING AREAS OR TEMPORARY ACCESS CORRIDORS, AS SHOWN

ON THE DRAWINGS OR AS APPROVED BY THE CITY OF SALEM AND THE LANDOWNER.

6. FIELD VERIFY WITH THE ENGINEER ALL DROP STRUCTURE LOCATIONS, LENGTHS, WIDTHS, AND ELEVATIONS PRIOR TO EXCAVATION, ASSEMBLY, AND INSTALLATION OF EACH FEATURE.

7. EQUIPMENT AND MATERIAL STAGING AREAS TO BE LOCATED AS SHOWN ON THE PLANS. EQUIPMENT AND MATERIAL SHALL NOT BE STORED OUTSIDE THE IDENTIFIED STAGING AREA EXTENTS, UNLESS APPROVED BY PROJECT REPRESENTATIVE.

8. THE MIGRATORY BIRD NESTING PERIOD FOR THE CITY OF SALEM IS MARCH 1ST TO AUGUST 31ST. IF CONSTRUCTION ACTIVITIES ARE TO COMMENCE WITHIN THIS TIME FRAME, THE CONTRACTOR MUST CONTACT THE CITY OF SALEM TO PERFORM A BIRD NEST SURVEY PRIOR TO

CONSTRUCTION ACTIVITIES COMMENCING.

APPROX APPROXIMATE

BMP BEST MANAGEMENT PRACTICE

CONC CONCRETE

DBH DIAMETER AT BREAST HEIGHT

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DIA DIAMETER

E EASTING

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

EQ EQUAL

ESC EROSION & SEDIMENT CONTROL

EX EXISTING

FG FINISHED GRADE

FT FEET

HORIZ HORIZONTAL

IN INCHES

LF LINEAR FEET

MAX MAXIMUM

MIN MINIMUM

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NE NORTHEAST

NGVD29 NATIONAL GEODETIC VERTICAL DATUM OF 1929

N NORTHING

NO NUMBER

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

ODOT OREGON DEPARTMENT OF TRANSPORTATION

OFF OFFSET

OHW ORDINARY HIGH WATER

PE PROFESSIONAL ENGINEER

PIP PROTECT IN PLACE

PVC POLYVINYL CHLORIDE

SCS STANDARD CONSTRUCTION SPECIFICATIONS

SHT SHEET

SJ SCORE JOINT

STA STATION

TESC TEMPORARY EROSION AND SEDIMENT CONTROL

TYP TYPICAL

V VERTICAL

VIF VERIFY IN FIELD

GENERAL NOTES PROJECT CONSTRUCTION NOTES

ABBREVIATIONS

PROJECT DATUM

1. HORIZONTAL DATUM: NAD83 OREGON STATE PLANE NORTH, INTERNATIONAL FEET

2. VERTICAL DATUM: FEET NAVD88

http://www.esassoc.com/

X X X X X X X X X X X

X X

X X X

D W

P P

W SA

W W

WET

WET WET

WET

ETW

WET

OHW

O H

W O

H W

OHW

O H

W O

H W

O H

OHW

O H

OHW

H W

OHW

O H

W O

WOHW

OHW

O H

CHAMBERS SWALE

EXISTING TOP OF

BANK, TYP.

APPROXIMATE LOCATION OF 15'

WIDE PUBLIC ACCESS EASEMENT

WETLAND

50' WETLAND BUFFER, TYP.

50' STREAM

BUFFER

50' STREAM BUFFER, TYP.

4-FT

KNICKPOINT

FLOW

02-01

02-02 02-03

02-04 02-05

02-06 02-07

02-08

02-09 02-10 02-11

02-12

02-13 02-14

02-15

02-16

02-17

02-1802-19

02-19

02-20

02-21

S TAYSIDE STREET S ROGUE AVE

02-04

PROPERTY LINE

EXISTING LEGEND

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

TREE - APPROX LOCATION, VIF

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

KEY NOTES

24" PVC STORM PIPE

CONCRETE SIDEWALK

WATER LINE

POWER LINE

GAS LINE

STORM DRAIN LINE

SANITARY SEWER LINE

GRAVEL

LITTLE LIBRARY

BENCH

INFORMATION BOARD

PAVERS

CONCRETE SIDEWALK

CONCRETE CURB AND GUTTER

STORM MANHOLE

FIRE HYDRANT

WATER VALVE

STORM DRAIN

LIGHT POLE

ELECTRICAL VAULT

FENCE

02-01

02-02

02-03

02-04

02-05

02-06

02-07

02-08

02-09

02-10

02-11

02-12

02-13

02-14

02-15

02-16

02-17

02-18

02-19

02-20

02-21

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

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H O

C H

EXISTING

CONDITIONS

G2.0

MAC

EXISTING CONDITIONS

NSCALE

FEET

1"=30'

30 15 30 60

X X X X X X X X X X X

X X

X X X

D W

P P

W SA

W W

WET

WET WET

WET

ETW

WET

OHW

O H

W O

H W

OHW

O H

W O

H W

O H

OHW

O H

OHW

H W

OHW

O H

W O

WOHW

OHW

O H

FLOW

SF SF

APPROX. EXTENTS

OF GRADING, TYP.

APPROXIMATE CONSTRUCTION CORRIDOR.

AREAS DISTURBED BY CONSTRUCTION

SHALL BE MULCHED, TYP. SEE SPECS

24" PVC

STORM PIPE

EXISTING TOP OF

BANK, TYP.

APPROXIMATE LOCATION OF 15' WIDE PUBLIC ACCESS EASEMENT.

CONSTRUCTION ACCESS FOR PARK IMPROVEMENT PROVIDED ONLY FROM

PARK PROPERTY, UNLESS APPROVED IN WRITING BY THE CITY OF SALEM

STABILIZED CONSTRUCTION

ENTRANCE, TYP.

CHAMBERS SWALE

TEMPORARY ACCESS ROAD

PROPOSED TEMPORARY STREAM

CROSSING OF CHAMBERS SWALE

SEDIMENT FENCE, TYP.

STRAW WATTLE, TYP.

PROPOSED STAGING AREA

UNDERGROUND

POWER LINE, TYP.

WETLAND

LIMIT OF WORK

WORK ADJACENT TO WETLAND IS LIMITED

TO PLANTING ONLY, SEE SHT ####

50' WETLAND

BUFFER, TYP.

50' STREAM BUFFER, TYP.

CHAMBERS SWALE

STREAM BYPASS

PIPE

TEMPORARY

FLOW DIVERSION

OUTLET PROTECTION FOR

DIVERSION

231232

S TAYSIDE STREET

INLET PROTECTION, TYP. PROPERTY LINE

EXISTING LEGEND

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

TREE - APPROX LOCATION, VIF

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

SF SF SF SF

STRAW WATTLE

SEDIMENT FENCE

STREAM BYPASS PIPE

CONSTRUCTION ACCESS

STAGING AREA

CONSTRUCTION ENTRANCE

SITE IMPROVEMENT LEGEND

DEER BROWSE FENCE

WORK LIMIT

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \C

O N

A C

D S

.d w g

O T

/2 0/

P M

B Y:

T H

O M

CONTRUCTION

ACCESS, STAGING,

AND TESC PLAN

G3.0

MAC

CONSTRUCTION ACCESS, STAGING, AND TESC PLAN

NSCALE

FEET

1"=30'

30 15 30 60

C3.1

1. THE TESC PLAN IS A SUGGESTED LAYOUT. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR

IMPLEMENTING ALL TEMPORARY EROSION

CONTROL MEASURES. THE EROSION CONTROL

MEASURES SHALL BE IN ACCORDANCE WITH ALL

FEDERAL, STATE, AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE MAINTENANCE AND PERFORMANCE OF THE

TEMPORARY EROSION CONTROL MEASURES

THROUGHOUT THE DURATION OF THE PROJECT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MANAGING CONSTRUCTION ACTIVITIES TO

ENSURE THAT PUBLIC STREETS AND

RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD,

DUST, AND DEBRIS. DUST ABATEMENT SHALL BE

MAINTAINED BY ADEQUATE WATERING OF THE

SITE BY THE CONTRACTOR OR OTHER

APPLICABLE BMP'S.

3. THE CONTRACTOR SHALL SUBMIT A

CONSTRUCTION ACCESS AND STAGING PLAN

THAT MEETS THE SPECIFIC REQUIREMENT FOR

WORK SITE ACCESS ENCUMBRANCES AND

RESTRICTOINS, SEE SECTION 171.41 OF THE

SPECIAL PROVISIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR

PROTECTING TREES AND THEIR ROOT SYSTEMS

AS SHOWN IN THE PLANS AND SPECIFICATIONS.

THE CONTRACTOR SHALL BEAR ALL COSTS FOR

DAMAGE OR REMOVAL OF TREES.

5. ANY STOCKPILING THAT MAY REQUIRE

COVERING FOR LESS THAN 30 DAYS SHALL

UTILIZE PLASTIC COVERING PER DETAIL 2 ON

SHEET C3.2.

C3.1

TESC NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR

DEVELOPING A WORK AREA ISOLATION AND

STREAM DIVERSION PLAN DETAILING ANY

POTENTIAL DEWATERING ACTIVITIES OR PIPE

FLOW DIVERSIONS, INCLUDING HOW TO MANAGE

DISCHARGES AND MEET PERMIT REQUIREMENTS

FOR TURBIDITY MONITORING. SEE SECTION 245

OF THE SPECIAL PROVISIONS FOR DETAILS ON

THE WORK AREA ISOLATION AND STREAM

DIVERSION PLAN SUBMITTAL REQUIREMENTS.

2. THE DEWATERING SCHEMATIC SHOWN ON THIS

SHEET IS A MEANS OF TREATING DEWATERING

DISCHARGE. THE FINAL METHODS ARE THE

CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT

IN A MANNER THAT COMPLIES WITH 1200-CA

PERMIT CONDITIONS. THE CONTRACTOR SHALL

MONITOR AREAS DOWNSLOPE FROM

DEWATERING DISCHARGE FOR EROSION AND

TURBIDITY AND SHALL MAKE ADJUSTMENTS AS

NEEDED TO COMPLY WITH TURBIDITY LIMITS.

DEWATERING NOTES

C3.3

1. ACCESS ROADS TO BE ROUTED TO MINIMIZE

VEGETATION DISTURBANCE AS SHOWN ON THE

PLANS.

2. ACCESS ROAD SHALL BE MAINTAINED BY MINOR

GRADING AND IMPORTATION OF WOOD CHIPS,

GRAVEL, AND/OR QUARRY SPALLS.

3. ACCESS ROAD SHALL SERVING THE CHAMBERS

SWALE AREA SHALL BE, DECONSTRUCTED,

DECOMPACTED, AND SCARIFIED, TO PREVENT

FUTURE ACCESS AT THE TERMINATION OF WORK

AND BE PREPARED FOR PLANTING RESTORATION.

SEE PLANTING PLANS.

4. IF UTILIZED, QUARRY SPALLS SHALL BE

UNDERLAIN WITH A GEOTEXTILE AND REMOVED

AT TERMINATION OF WORK.

5. SEE SECTION 171.41 OF THE SPECIAL PROVISIONS

FOR THE CONSTRUCTION ACCESS AND STAGING

PLAN SUBMITTAL REQUIREMENTS AND WORK SITE

ACCESS ENCUMBRANCES AND RESTRICTIONS..

ACCESS ROAD NOTES

C3.2

1. THE CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN INCLUDING IDENTIFICATION OF STAGING AND STOCKPILE AREAS FOR APPROVAL BY OWNERS REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SEE SECTION 202 OF THE SPECIAL PROVISIONS FOR DETAIL ON THE TEMPORARY

TRAFFIC CONTROL PLAN SUBMITTAL.

2. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS AND THE COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF THE FINAL SITE

IMPROVEMENTS.

3. THE CITY OF SALEM RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN OWNERSHIP OF SUCH MATERIALS. IF THE CITY OF SALEM RETAINS ANY MATERIAL, THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE CITY OF SALEM TO HAVE THOSE MATERIALS REMOVED OFF SITE AT NO ADDITIONAL

COST. SALVAGED ITEMS ARE TO BE PROVIDED TO THE CITY OF SALEM.

4. UNLESS SPECIFICALLY NOTED TO BE PRESERVED, STOCKPILED, REUSED, OR RELOCATED, ALL SITE FEATURES SHALL BE REMOVED TO FULL DEPTH WITH THEIR FOOTINGS, ATTACHMENTS, BASE MATERIAL, AND

APPURTENANCES.

5. REMOVED MATERIAL SHALL BE TRANSPORTED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER AT AN

ACCEPTABLE DISPOSAL SITE AND AT NO ADDITIONAL COST TO THE CITY OF SALEM.

6. ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PERIOD. ANY FEATURES DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE CITY OF SALEM.

7. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILL AND SHALL TAKE WHATEVER MEASURES NECESSARY, AT THE CONTRACTOR'S EXPENSE, TO PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING. ALL BACKFILL MATERIALS SHALL BE PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE

INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. SEE SPECIFICATIONS.

8. CLEARING AND GRUBBING OPERATIONS SHALL CONSIST OF REMOVING ALL VEGETATION, INCLUDING GRASS, SHRUBS, UNDERBRUSH, AND ASSOCIATED ROOTS, AND INVASIVE SPECIES REMOVAL. ORNAMENTAL SHRUBS AND GROUND COVER SHALL BE REMOVED WHERE INDICATED ON THE PLANS. ROOT SYSTEMS SHALL BE REMOVED TO A MINIMUM DEPTH OF SIX (6) INCHES EXCEPT WHERE OTHERWISE SPECIFIED OR WHERE TREE PROTECTION REQUIREMENTS APPLY. REFER TO TREE PROTECTION NOTES AND PLANS FOR ADDITIONAL GUIDANCE.

9. TREES DESIGNATED FOR REMOVAL SHALL BE TAGGED BY THE CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. TREES IN PATH CORRIDOR SHALL BE

DEMOLISHED AND REMOVED BY THE CITY OF SALEM, SEE DEMO PLANS.

10. ANY EXISTING TREES NOT TAGGED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES.

11. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS APPROVED BY THE CITY OF SALEM OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED MATERIALS AND EQUIPMENT SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. SEE SPECIFICATIONS.

1. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES ON SITE UNLESS NOTED OTHERWISE.

2. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE WORK AND SHALL REMAIN IN PLACE UNTIL SUBSTANTIAL COMPLETION IS ACCEPTED AND REMOVAL IS AUTHORIZED BY

THE CITY OF SALEM IN WRITING. SEE TESC DETAILS.

3. TREE PROTECTION FENCING SHALL BE MONITORED DAILY BY THE CONTRACTOR AND REPAIRED OR

REPLACED IF DAMAGED.

4. CONTRACTOR MAY TEMPORARILY OPEN FENCE TO CONDUCT WORK SHOWN WITHIN TREE PROTECTION FENCING AREAS. TEMPORARY WORK WITHIN TREE PROTECTION FENCING AREAS SHALL BE SUPERVISED BY CITY OF SALEM ARBORIST. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE DRIVEN OR PARKED WITHIN FENCE LIMITS. FENCE SHALL BE REPLACED WHEN WORK IS COMPLETE OR AT THE END OF EACH DAY, WHICHEVER OCCURS FIRST. NO STORAGE OF MATERIALS WITHIN TREE PROTECTION. WORK WITHIN TREE

PROTECTION TO BE COMPLETED USING HAND-TOOLS ONLY.

5. CONTRACTOR TO STOP WORK IMMEDIATELY IN AREAS WHERE ROOTS GREATER THAN 2-INCHES IN DIAMETER ARE ENCOUNTERED. CONTRACTOR TO ACQUIRE APPROVAL FROM CITY OF SALEM ARBORIST PRIOR TO

CUTTING ROOTS GREATER THAN 2-INCHES IN DIAMETER.

6. TREES IDENTIFIED FOR REMOVAL WITHIN THE CRITICAL ROOT ZONE OF TREES TO REMAIN SHALL BE REMOVED WITH CARE TO PROTECT ADJACENT TREES AND ROOTS. STUMPS SHALL BE GROUND MINIMUM 3-INCHES BELOW ADJACENT GRADE AND LEFT IN PLACE UNLESS THEY CONFLICT WITH SITE IMPROVEMENTS.

CUT STUMPS SHALL HAVE NO EXPOSURE ABOVE FINISH GRADE.

7. TREES IDENTIFIED FOR REMOVAL OUTSIDE THE DRIPLINE OF OTHER TREES SHALL HAVE STUMPS GROUND TO A MINIMUM OF 3-INCHES BELOW GRADE AND/OR HAVE ROOT BALLS REMOVED AND LARGE ROOTS CUT TO FACILITATE SITE DEVELOPMENT. CONTRACTOR SHALL NOT REMOVE THE ROOTS OF ANY TREES WITHIN THE THE CRITICAL ROOT ZONE OF ANY TREE TO REMAIN WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OF

SALEM ARBORIST. ROOTBALL AND ROOT REMOVAL OPERATIONS SHALL BE CONDUCTED TO AVOID

UNDERMINING OR DESTABILIZING ADJACENT TREES TO REMAIN, AND SHALL NOT CREATE CONDITIONS THAT

COMPROMISE SLOPE STABILITY, GRADING LIMITS, OR ANY INSTALLED ESC MEASURES

8. CONTRACTOR SHALL PRESERVE ON SITE LOGS GREATER THAN 12-INCH DBH AND 4-FOOT LENGTH FOR REUSE AS DESIRE LINE DECOMMISSIONING MATERIAL AS APPROVED AND DIRECTED BY THE CITY OF SALEM.

9. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AND OBTAIN

WRITTEN APPROVAL OF INSTALLATION BY THE CITY OF SALEM ARBORIST.

TREE PROTECTION NOTES

819 SE MORRISON STREET,

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PORTLAND, OR 97214

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SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \G

T R

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N .d w g

T D

:2 7:

M P

H O

C H

DEMOLITION & TREE

PROTECTION

NOTES

G4.0

MAC

DEMOLITION GENERAL NOTES

X X X X X X X X X X X

X X

X X X

W SA

W W

WET

WET WET

WET

ETW

WET

OHW

O H

W O

OHW

O H

W O

H W

O H

OHW

O H

OHW

H W

OHW

O H

W O

WOHW

OHW

O H

FLOW

01-01

01-07

D-101

01-02

01-06

01-01

01-06

01-09

01-10

01-07

D-102

01-01

01-08

01-03

01-04

01-05

30" COT

36" COT

46" OAK

34" OAK

10" OAK

21" OAK

S TAYSIDE STREET

S ROGUE AVE

01-10

CONSTRUCTION CORRIDOR

CHAMBERS SWALE

STREAM BUFFER, TYP.

APPROXIMATE

LOCATION OF

PUBLIC ACCESS

EASEMENT

EXISTING TOP OF BANK

TREE PROTECTION

FENCE, TYP.

WETLAND

REMOVE CONCRETE WASTE MATERIAL

CONTRACTOR TO FIELD LOCATE

ALL 'APPROX. LOCATION' TREES,

TYP., SEE LEGEND

DO NOT CUT ROOTS GREATER

THAN 3" DIAM THAT SPAN THE

CHANNEL. ARBORIST APPROVAL

REQUIRED FOR ANY EXCEPTION.

PROTECT IN PLACE ALL

CURB RAMPS, TYP.

CONTRACTOR TO PROVIDE CONSTRUCTION

FENCING TO ENSURE CONTINUOUS FENCED

CONDITION OF THE CONSTRUCTION CORRIDOR

WETLAND BUFFER, TYP.

TREE REMOVAL WORK WITHIN PATH

CORRIDOR TO BE COMPLETED BY THE

CITY OF SALEM. SEE NOTE 1 THIS SHEET

PROPERTY LINE

EXISTING LEGEND

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

TREE - APPROX LOCATION, VIF

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

REMOVE TREE

TREE DEMOLITION & PROTECTION LEGEND

TREE TO REMAIN

REMOVE TREE, STUMP TO REMAIN IN PLACE AT

12" MIN TO 18" MAX HEIGHT, TYP.

TREE TO BE REMOVED BY CITY OF

SALEM, NOT IN CONTRACT

PROTECTION KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET)

PROTECT IN PLACE CONCRETE OR ASPHALT PAVING

PROTECT IN PLACE LITTLE LIBRARY & PAVERS

PROTECT IN PLACE INFORMATION BOARD

PROTECT IN PLACE GRAVEL PAVING

PROTECT IN PLACE PICNIC TABLE

PROTECT IN PLACE LIGHT POLE, TYP.

PROTECT IN PLACE UTILITIES, TYP.

PROTECT IN PLACE FENCE, TYP.

PROTECT IN PLACE STORM PIPE

PROTECT IN PLACE CURB AND GUTTER

01-01

01-02

01-03

01-04

01-05

01-06

01-07

01-08

01-09

01-10

DEMOLITION LEGEND

CLEAR AND GRUB, PROTECT (E) TREE ROOTS

INVASIVE PLANT REMOVAL AREA -

HAND TOOLS ONLY, DO NOT GRUB

HIGH VISIBILITY CONSTRUCTION FENCE, SEE SPECS

CLEAR AND GRUB TO 6" DEPTH

WORK LIMIT

DEMO CURB, ASPHALT, AND CONCRETE PAVING AS REQUIRED

FOR WATER SERVICE. CONTRACTOR TO REPLACE ALL

PAVINGS AND CURBS TO MATCH EXISTING CONDITIONS

SALVAGE & DEMO KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET)

SALVAGE BENCH, PROVIDE TO OWNER

REMOVE CONCRETE BENCH PAD

D-101

D-102

1. ALL TREES IDENTIFIED FOR REMOVAL THAT ARE ASSOCIATED WITH THE

PATH CONSTRUCTION CORRIDOR ARE NOT IN CONTRACT AND WILL BE

REMOVED BY THE CITY OF SALEM. CONTRACTOR SHALL COORDINATE

CONSTRUCTION SEQUENCE FOR PATH CONSTRUCTION WITH THE CITY OF

SALEM TREE REMOVAL WORK PRIOR TO COMMENCING ANY PATH

CONSTRUCTION ACTIVITIES.

2. EXTENT OF CONCRETE, ASPHALT, AND CURB REMOVAL SHALL BE SAW CUT

TO LEAVE A CLEAN FACE FOR REPLACEMENT CONDITIONS.

3. SEE SHEET G4.0 FOR DEMOLITION AND TREE PROTECTION GENERAL NOTES.

4. ALL EXISTING TREES IN THE PARK ARE TO BE PROTECTED UNLESS SHOWN

AS PROPOSED FOR REMOVAL, TYP. SEE SHEET G1.0 FOR GENERAL PROJECT

NOTES.

5. ALL TREES IDENTIFIED FOR REMOVAL WITHIN PLANTING AREAS SHALL BE

CONFIRMED BY THE CITY OF SALEM ARBORIST. REMOVED TREES SHALL BE

SNAGGED WITH ROOTBALL REMAINING IN PLACE.

6. CONTRACTOR TO REPAIR ANY SITE DAMAGE WITHIN R.O.W. TO EXISTING

CONDITION TO MEET CURRENT BUILDING CODES AT NO ADDITIONAL COST

TO OWNER, TYP.

SHEET NOTES

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

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OWNER

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SHEET NUMBER

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SHEET OF

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# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \G

T R

R O

N .d w g

T D

:2 7:

M P

H O

C H

DEMOLITION & TREE

PROTECTION PLAN

G4.1

TTF

MAC

DEMOLITION AND TREE PROTECTION PLAN

NSCALE

FEET

1"=30'

30 15 30 60

C3.1

X X X X X X X X X X X

X X

X X X

W SA

W W

WET

WET WET

WET

ETW

WET

OHW

O H

W O

OHW

O H

W O

H W

O H

OHW

O H

OHW

H W

OHW

O H

W O

WOHW

OHW

O H

C3.0BOULDER WEIR, TYP

APPROX EXTENTS

OF SWALE GRADING

APPROX

RESTORATION

PLANTING AREA

CHAMBERS SWALE

24" PVC

STORM PIPE

EXISTING TOP OF

BANK, TYP

WETLAND OR STREAM BUFFER, TYP.

APPROXIMATE LOCATION OF 15'

WIDE PUBLIC ACCESS EASEMENT

TIE PROPOSED GRADING

INTO EXISTING TOP OF BANK

WETLAND

WORK ADJACENT TO WETLAND IS LIMITED

TO PLANTING ONLY, SEE SHT L2.1

REGRADE LEFT BANK DOWNSTREAM OF

KNICKPOINT TO 3H:1V SLOPE, SEE NOTE 2

FLOW

1+00

2+00

REGRADE TO 3H:1V

SLOPE, SEE NOTE 1

PRESERVE LARGE OAKS, SEE SHEET

G4.1 FOR TREE PROTECTION, TYP.

TOP OF BANK

GATE, TYP.

SEE NOTE 4

PATH

S TAYSIDE STREET

PROPERTY LINE

EXISTING LEGEND

MINOR CONTOUR

MAJOR CONTOUR

P POWER LINE

1. WITHIN THE EXTENTS OF GRADING, THE RIGHT BANK OF

CHAMBERS SWALE SHALL BE REGRADED TO A STABLE SLOPE

OF 3 HORIZONTAL TO 1 VERTICAL MAXIMUM.

2. THE LEFT BANK OF CHAMBERS SWALE WILL UNDERGO MINIMAL

GRADING TO AVOID DISTURBING ESTABLISHED TREES.

3. TREES PROPOSED FOR DEMOLITION ARE TO BE REVIEWED IN

THE FIELD WITH OWNER'S REPRESENTATIVE. NOTIFY OWNER'S

REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO BEGINING

WORK. APPROXIMATE AND SUBJECT TO CHANGE AS DIRECTED

BY THE CITY ARBORIST.

4. GATE LOCATIONS TO BE FLAGGED IN THE FIELD FOR

APPROVAL BY OWNER'S REPRESENTATIVE.

NOTES

BOULDER WEIR

STREAM STABILIZATION LEGEND

TOP OF BANK

LIVE FASCINE - SEE SHEET L2.1

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

TREE - APPROX LOCATION, VIF

50' STREAM BUFFERSA SA

OHW OHW

DEER BROWSE FENCE

SITE IMPROVEMENT LEGEND

WORK LIMIT

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

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PHASE

SHEET TITLE

SHEET NUMBER

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REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \C

N O

.d w g

O T

/2 0/

P M

B Y:

T H

O M

SITE PLAN

C1.0

MAC

SITE PLAN OVERVIEW

NSCALE

FEET

1"=30'

30 15 30 60

PATH - SEE SHEETS L1.0 TO L2.0

SWALE - SEE SHEETS C1.0 TO C2.0, AND L2.1 TO L3.0

STATION

0+00 1+00 2+00 2+37

MATCH EG

STA 0+04

EL 232.5

MATCH EG

STA 2+33

EL 246.1

2' ENGINEERED

STREAMBED MIX DEPTH

EXISTING GRADE, TYP.

SCOUR CUTOFF

DETAIL, TYP.

PROPOSED

GRADE, TYP.

PROPOSED ROCK

WEIR, TYP.

SALVAGED

FILL, TYP.SCOUR CUTOFF

DETAIL, TYP.

C3.0

C3.02

C3.0

WEIR

NUMBER STATION

ELEVAITION (FT

NAVD88)

1 55 235.1 2 65 235.6 3 75 236.1 4 85 236.6 5 95 237.1 6 115 238.1 7 135 239.1 8 155 240.2 9 175 241.4

10 195 242.7 11 205 243.4 12 215 244.1 13 225 244.7

0+20

010203040 0 10 20 30 40

0+40

010203040 0 10 20 30 40

0+60

010203040 0 10 20 30 40

0+80

010203040 0 10 20 30 40

1+00

010203040 0 10 20 30 40

1+20

010203040 0 10 20 30 40

1+40

010203040 0 10 20 30 40

1+60

010203040 0 10 20 30 40

2+00

010203040 0 10 20 30 40

1+80

010203040 0 10 20 30 40

2+20

010203040 0 10 20 30 40

3:1

4:1

3:1

5:1

7:1

3:1

4:1 10:1

8:1

4:1

2:1 6'

10'

OHWOHW

OHW OHW

OHW

EXISTING GRADE, TYP.

PROPOSED GRADE, TYP.

LAY BACK SLOPE TO 2:1

TO TIE IN WITH EG

LAY BACK SLOPE TO 3:1

819 SE MORRISON STREET,

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SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

EXPIRES: 12/31/2026

OREGON

94596PERE

GIS

TERED PROFESSIONAL

C HA D D. MCKINNEYMar. 14 , 2019

ENG INEER

SIGNED ON:

12/22/2025

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \C

N D

N S.

dw g

T D

:2 7:

M P

H O

C H

SWALE PROFILE

AND SECTIONS

C2.0

MFN

MAC

CHAMBERS SWALE PROFILE

PROFILE

1"=10'

SCALE

10 5 0

FEET

10 20

1. ALL SECTIONS ARE ORIENTED LOOKING DOWNSTREAM.

2. SEE SHEET C3.0 FOR ADDITIONAL DROP STRUCTURE DETAILS.

3. SEE SHEET C3.0 FOR ENGINEERED STREAMBED MIX INSTALLATION

INSTRUCTIONS.

4. OHWM IS APPROXIMATE BASED ON FIELD DELINEATION PERFORMED

BY ESA STAFF IN 2024.

NOTES

CHAMBERS SWALE SECTIONS

SECTIONS

WEIR STATIONING

EXISTING LEGEND

PROPERTY LINE

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLAND

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

TREE - APPROX LOCATION, VIF

SPOT ELEVATION - SEE ABBREVIATIONS

SLOPE

GRADING LEGEND

X.X%

FS XXX.XX

MATCH ELEVATION

SPOT ELEVATION - EXISTING GRADEXX (XXX.XX)

PROPOSED MAJOR CONTOUR

WORK LIMIT

GRADE BREAKGB

PROPOSED MINOR CONTOUR241

X X X X

X X

X X X X X X

P W

G P

APPROXIMATE CONSTRUCTION CORRIDOR

APPROXIMATE LOCATION OF 15'

WIDE PUBLIC ACCESS EASEMENT

242243

SEED DISTURBED AREAS, TYP.

SEE NOTE ON SHEET L2.0

S TAYSIDE STREET

FS 251.13

1.5%

0.0%

1.5%

MATCH EG ~251.73

FS 251.79

FS 251.67

FS 251.25

FS 251.79

FS 251.67

G B

1.5%

MATCH EG (UNKNOWN)

1.5%

FS 243.94

1.5% 3.9%

FS 244.28

4.8

FS 245.92

FS 247.17

FS 235.45

FS 235.63

FS 247.29

FS 243.88

1.5%

FS 245.06

FS 244.94

FS 235.75

FS 235.57

FS 240.76

FS 240.64

2.4%

FS 244.16

FS 238.39

FS 238.51

FS 238.81

FS 238.69

FS 245.80

FS 244.16

FS 244.97

0.0%

0.5%

4.8%

1.9%

FS FINISH SURFACE EL

FG FINISH GRADE EL

TC TOP OF CURB EL

TF TOP OF FOOTING EL

BC BOTTOM OF CURB EL

TW TOP OF WALL EL

BW BOTTOM OF WALL EL

GB GRADE BREAK

HP HIGH POINT

LP LOW POINT

TS TOP OF SLOPE

BS BOTTOM OF SLOPE

(EG) EXISTING GRADE

GRADING ABBREVIATIONS

GRADING GENERAL NOTES:

1. GRADING PLAN IS FOR GENERAL DIRECTION OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND CONSTRUCT PEDESTRIAN SURFACES IN COMPLIANCE WITH THE U.S. ACCESS BOARD REQUIREMENT FOR ACCESSIBLE DESIGN.

PAVED PATHS SHALL NOT EXCEED 4.8% RUNNING SLOPE AND 1.5% CROSS SLOPE UNLESS OTHERWISE NOTED.

2. VERIFY ACCURACY OF EXISTING GRADES AND INTERPOLATED ELEVATIONS PRIOR TO BEGINNING WORK. NOTIFY OWNER'S

REPRESENTATIVE OF ANY DISCREPANCY PRIOR TO BEGINNING WORK.

3. PROTECT ALL TREES INDICATED TO REMAIN, SEE DEMOLITION PLANS, CONSTRUCTION ACCESS PLANS, AND TREE PROTECTION

NOTES.

4. ALL PROPOSED GRADES ARE TO MEET AND BLEND IN WITH EXISTING GRADING AT PROJECT LIMIT, PROPERTY LINES, BUILDING

INTERFACES, EXISTING CURBS, AND EXISTING PAVING.

5. NOTIFY OWNER'S REPRESENTATIVE TO REVIEW ROUGH GRADES PRIOR TO PLACEMENT OF TOPSOIL, AND FINE GRADING PRIOR

TO PLANTING.

6. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO APPROVED DRAINAGE STRUCTURES OR CONVEYANCES.

7. ALL WALKWAYS AND PAVED AREAS SHALL HAVE SMOOTH AND CONTINUOUS ELEVATION CHANGES THAT MEET U.S. ACCESS

BOARD REQUIREMENTS.

8. SET STRAIGHT, UNIFORM GRADES BETWEEN GIVEN ELEVATIONS UNLESS OTHERWISE INDICATED.

9. GRADE BREAK LINES ARE SHOWN GRAPHICALLY TO ILLUSTRATE DRAINAGE PATTERNS AND ARE NOT TO BE INSTALLED AS

ACTUAL JOINT LINES, EXCEPT WHERE THEY COINCIDE WITH PAVING JOINTS.

10. INSTALL ALL PAVING DRAWINGS ALIGNED WITH AND SQUARE TO PACING JOINTS AS SHOWN ON PLANS.

11. ALL GRADES SHOWN ON THE DRAWINGS ARE BASED UPON THE DATUM ESTABLISHED BY THE SURVEYOR. ENVIRONMENTAL SCIENCE ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF SURVEYED CONDITIONS AS SHOWN. SURVEY INFORMATION IS PROVIDED FOR REFERENCE ONLY. NOT ALL SURVEYED SPOT ELEVATIONS ARE SHOWN.

1.3%

MATCH EG ~231.22, VIF

MATCH EG ~231.26, VIF

FS 231.34

1.5%

1.4%

MATCH EG ~231.25, VIF

1.0%

1.5%

FS 232.09

FS 231.97

FS 231.31

FS 231.25

MATCH EG LP ~231.17, VIF

0.8%

GBGB

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \L

G R

G P

.d w g

O T

/2 0/

P M

B Y:

T H

O M

PATH GRADING

PLAN

L1.0

MAC

PATH GRADING PLAN

NSCALE

FEET

1"=20'

20 10 20 40

GRADING ENLARGEMENT

1"=10'

SCALE

10 5 0

FEET

10 20

GRADING ENLARGEMENT - SEE THIS SHEET

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

TREE - APPROX LOCATION, VIF

MATERIALS GENERAL NOTES:

1. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE

OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING

CONDITIONS BEFORE STARTING WORK.

2. SEE SHEET G4.1 FOR TREE PROTECTION.

DETAIL/SHEET

MATERIALS LEGEND (NOT ALL HATCHES APPEAR ON EACH SHEET)

CONCRETE PAVING

1 / L5.1 ASPHALT PAVING

2 / L5.1

PLANTED COIR FABRIC1 / L6.1

X X X X

X X

X X X X X X

6.0' TYP.

6.0'

R32.0'

1.0'

EXISTING

SIDEWALK

ENLARGEMENT - 1

SEE THIS SHEET

C10

C11

C12

C13

C14

PATH - A

6.0' TYP.

1.0' TYP.

4 E.Q

. SPAC

ENLARGEMENT - 2

SEE THIS SHEET

0+00

0+50

1+00 1+50

2+00

2+50

3+00 3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+35

PATH SHOULDER,

TYP. BOTH SIDES

EXISTING

GRAVEL

ALL AREAS DISTURBED BY

CONSTRUCTION SHALL BE

MULCHED. SEE SPECS

S TAYSIDE STREET

APPROXIMATE LOCATION OF 15'

WIDE PUBLIC ACCESS EASEMENT

1. DO NOT SCALE FROM DRAWINGS. THE LOCATION OF FEATURES NOT

SPECIFICALLY DIMENSIONED MAY NOT BE DETERMINED BY SCALE.

2. IF CONFLICTS ARISE IN THE FIELD, CONTACT OWNER'S

REPRESENTATIVE IMMEDIATELY FOR RESOLUTION.

3. ALL CURVED WALKS AND CURBS SHALL HAVE SMOOTH, CONTINUOUS

CURVES AS INDICATED.

4. CONTRACTOR TO STAKE PAVING AND FURNISHINGS FOR OWNER'S

REPRESENTATIVE'S APPROVAL PRIOR TO INSTALLING FORMWORK.

5. OWNER'S REPRESENTATIVE TO APPROVE FORMWORK FOR PAVING,

CURBS, AND FURNISHINGS PRIOR TO PLACING CONCRETE.

LAYOUT GENERAL NOTES

AL ALIGN

CC COMPOUND CURVE

CL CENTERLINE

CP CENTERPOINT

E EASTING

EJ EXPANSION JOINT

EQ EQUAL

N NORTHING

PC POINT OF CURVATURE

POB POINT OF BEGINNING

PT POINT OF TANGENCY

R RADIUS

RC REVERSE CURVE

SJ CONTRACTION / SCORE JOINT

SP SPOT

TYP TYPICAL

VIF VERIFY IN FIELD

LAYOUT ABBREVIATIONS

WORK LIMIT

LAYOUT LEGEND

ALIGN

CENTERLINE

12.5' - 2 E.Q. S

PACES

10.0' - 2 E.Q.

SPACES

EXISTING LITTLE

LIBRARY

EXISTING INFO. BOARD

32-01

32-03

32-06

3.0'

2.5'

6.5'

6.0' 2.0'

1.5'

TYP.

E.J.

2.0'3.0'

3.0'

CENTER IN

PAVING

CURVE TABLE:

CURVE

C10

C11

C12

C13

C14

RADIUS

10.0'

100.0'

60.0'

130.0'

9.0'

154.0'

186.0'

9.0'

112.0'

60.0'

50.0'

45.0'

32.0'

CHORD LENGTH

11.3'

21.6'

46.3'

81.2'

16.8'

52.2'

65.3'

18.0'

42.8'

35.8'

60.1'

38.5'

21.5'

7.3'

START POINT (N/E)

(7525516.8911,460756.8328)

(7525531.7293,460789.2514)

(7525542.0988,460808.1522)

(7525574.9411,460840.7260)

(7525636.8859,460893.2463)

(7525574.4151,460891.7924)

(7525522.5247,460886.2924)

(7525457.6695,460879.0174)

(7525451.3097,460895.8036)

(7525485.9422,460920.9806)

(7525517.0897,460938.7158)

(7525559.8400,461036.6931)

(7525616.2887,461097.2502)

(7525628.5585,461114.8572)

END POINT (N/E)

(7525516.9863,460768.1480)

(7525542.0988,460808.1522)

(7525574.9411,460840.7260)

(7525636.8859,460893.2463)

(7525626.7614,460906.6093)

(7525522.5247,460886.2924)

(7525457.6695,460879.0174)

(7525451.3097,460895.8036)

(7525485.9422,460920.9806)

(7525517.0897,460938.7158)

(7525556.3463,460984.2487)

(7525578.5855,461070.3205)

(7525628.5585,461114.8572)

(7525629.6683,461122.1223)

PATH - A

LINE TABLE:

LINE #

LENGTH

10.2'

25.7'

54.4'

52.6'

46.3'

2.7'

START POINT (N/E)

(7525522.5959,460748.3670)

(7525516.9863,460768.1480)

(7525626.7614,460906.6093)

(7525556.3463,460984.2487)

(7525578.5855,461070.3205)

(7525629.6683,461122.1223)

END POINT (N/E)

(7525516.8911,460756.8328)

(7525531.7293,460789.2514)

(7525574.4151,460891.7924)

(7525559.8400,461036.6931)

(7525616.2887,461097.2502)

(7525629.7655,461124.7840)

PATH - A

36" X 48" CLEAR

COMPANION

SEATING SPACE

32-04 4+00

5.5'

R6.0'

3.0'

PATH SHOULDER, TYP.

32-06

DETAIL KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET)

2 / L5.2

1 / L5.3

1 / L5.2

3 / L5.2

1 / L5.3

KEYNOTEDETAIL/SHEET

BICYCLE RACK

DEER BROWSE FENCING

TRASH RECEPTACLE

BENCH

GATE

CONCRETE TRANSITION SLAB

32-01

32-02

32-03

32-04

32-05

32-062 / L5.1

DEER BROWSE FENCING BRACE ASSEMBLY

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \L

N D

O U

.d w g

T D

:2 8:

M P

H O

C H

MATERIALS &

LAYOUT PLAN -

EAST

L2.0

MAC

MATERIALS & LAYOUT PLAN - EAST

SCALE

FEET

1"=20'

20 10 20 40

ENLARGEMENT-1

SCALE: 1" = 5'-0"

ENLARGEMENT-2

SCALE: 1" = 10'-0"

FENCEX

TOP OF BANK

ORDINARY HIGH WATER

50' WETLAND BUFFERW

SWALE CENTERLINE

WETLANDWET

CONIFEROUS TREE

DECIDUOUS TREE

MINOR CONTOUR

MAJOR CONTOUR

50' STREAM BUFFERSA SA

OHW OHW

P POWER LINE

TREE - APPROX LOCATION, VIF

PLANTING AREA

DETAIL/SHEET

MATERIALS LEGEND (NOT ALL HATCHES APPEAR ON EACH SHEET)

CONCRETE PAVING

1 / L5.1 ASPHALT PAVING

2 / L5.1

PLANTED COIR FABRIC

LIVE FASCINE AT OHW

1 / L6.1

2 / L6.1

X X X X X X X X X X X X X X X

W W

WET

WET WET

WET W

WET

WETW

WET

WETWET

WET

OHW

H W

OHW

O H

OHW

O H

W O

H W

O H

W O

H W

O H

OHW

O H

OHW

O H

OHW

O H

W O

H W

OHW

O H

W O

H W

HWO

H W

OHW

O H

W O

H W

SEE C1.0 AND C2.0

FOR CIVIL GRADING

AND SWALE PROFILE

CHAMBERS SWALE

(E) STORM PIPE

EXISTING TOP OF

BANK, TYP.

WETLAND OR STREAM

BUFFER, TYP.

PROPOSED

TOP OF

BANK, TYP.

8 E.Q. SPACES

3 E.Q. SPACES

9 E.Q

. SPAC

Q . S

ES2 E.Q. SPACES

6 E.Q. SPACES

5 E.Q. SPACES

5 E.Q

. SPAC

3 E.Q. SPACES

3 E.Q

. SPAC

5 E.Q

. SPAC

4 E.Q

. SPAC

10 11

5 E.Q. SPACES

12 E.Q. SPACESSET POSTS 2'-0" UPSLOPE FROM TOP OF BANK

32-05

32-02

LIVE FASCNIE, TYP.

PLANTED COIR

FABRIC, TYP.

POST LAYOUT TO BE

APPROVED BY OWNER'S

REPRESENTATIVE PRIOR TO

FINAL PLACEMENT, TYP.

GATE LOCATION TO BE APPROVED BY OWNER'S

REPRESENTATIVE PRIOR TO FINAL PLACEMENT, TYP.

S TAYSIDE STREET

INSTALL COIR FABRIC

PERPENDICULAR TO

SLOPE, T

YP.

INSTALL COIR FABRICPERPENDICULAR TOSLOPE, TYP.

32-02A

BOULDER WEIR, SEE

SHEET C1.0, TYP.

LIMIT OF WORK

SHEET NOTES:

1. SEE SHEET L2.0 MATERIALS NOTES.

2. SEE SHEET L2.0 LAYOUT NOTES.

3. INSTALL COIR FABRIC ACCORDING TO MANUFACTURERS

RECOMMENDATIONS. SEE SPECIFICATIONS.

LAYOUT TABLE

POINT #

NORTHING

460702.2489

460659.3084

460648.2377

460656.4853

460775.7716

460813.9312

460831.4561

460897.3109

460941.0022

461012.1117

461005.6670

460966.9773

460913.8258

460874.3916

460833.6029

460771.7625

460718.2970

EASTING

7525428.2174

7525326.8411

7525290.2684

7525287.8659

7525253.6010

7525263.3162

7525238.6636

7525194.0770

7525141.1351

7525137.5456

7525312.9836

7525335.6642

7525374.7903

7525398.1801

7525404.5105

7525405.9790

7525424.1841

FENCE

DETAIL KEYNOTES (NOT ALL NOTES APPEAR ON EACH SHEET)

2 / L5.2

1 / L5.3

1 / L5.2

3 / L5.2

1 / L5.3

KEYNOTEDETAIL/SHEET

BICYCLE RACK

DEER BROWSE FENCING

TRASH RECEPTACLE

BENCH

GATE

CONCRETE TRANSITION SLAB

32-01

32-02

32-03

32-04

32-05

32-062 / L5.1

1 / L5.3 32-02-A DEER BROWSE FENCING BRACE ASSEMBLY

NOTE: NOT ALL FENCE BRACE POSTS ARE SHOWN. SEE

FENCE DETAILS FOR ADDITIONAL REQUIREMENTS.

DEER BROWSE FENCE

SITE IMPROVEMENT LEGEND

WORK LIMIT

819 SE MORRISON STREET,

STE. 310

PORTLAND, OR 97214

OFFICE - 503.274.2010

WWW.ESASSOC.COM

STAMP

OWNER

PHASE

SHEET TITLE

SHEET NUMBER

ISSUE DATE

PROJECT #

REVISIONS

SHEET OF

T N

# DATE DESCRIPTION

SCALE IS AS SHOWN WHEN

PLOTTED TO FULL SIZE (22"x34")

BID SET

FEBRUARY 2026

D202200371.02

DRAWN

CHECKED

APPROVED BY

BAILEY

RIDGE PARK

RESTORATION

AND

PATHWAY

PROJECT

TAXLOT NUMBER:

083W06CC13900

: P :\0

2x xx xx

C ity o f S al em

B ai le y

R id ge P ar k\

D W

G \L

N D

O U

.d w g

T D

:2 8:

M P

H O

C H

MATERIALS &

LAYOUT PLAN -

WEST

L2.1

MAC

T L2

MATERIALS & LAYOUT PLAN - WEST

NSCALE

FEET

1"=20'

20 10 20 40

X X X X X X X X X X X

X X

X X X

W SA

W W

W (7

W(7

W(7 W(7 W(7

W(7

W (7W

W (7

W(7 W(7

W(7

W (7

W(7 W(7

W(7

W(7 W(7

W(7

W (7

W(7 W(7

OHW

O H W

OHW

O H W

OHW

O H W

OHW

O H W

O H

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OHW

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1. ALL PLANTING AND SEEDING AREAS ARE TO RECEIVE INVASIVE PLANT REMOVAL. INVASIVE

PLANTS TO BE REMOVED BY HAND TOOLS ONLY. DO NOT DISTURB OR CUT ROOTS OF EXISTING

TREES TO REMAIN WITHOUT WRITTEN AUTHORIZATION BY CITY ARBORIST.

2. CONTRACTOR TO VERIFY LOCATION OF EXISTING TREES INDICATED TO REMAIN PRIOR TO SOIL

PREPARATION. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. COORDINATE WITH

THE OWNER'S REPRESENTATIVE.

3. PLANTING AREAS TO BE SUFFICIENTLY…

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

File details come from the government source that posted it. Updated Mar 5, 2026.