BID 2025-91 Clarifying Questions 2.pdf

INVITATION TO BID #2025-91

Neighborhood Park at Jennings Lodge Campus (“BID”)

RESPONSE TO CLARIFYING QUESTIONS #2

June 29, 2026

Note that these are questions submitted by interested firms to the above referenced solicitation.

The below answers are for clarification purposes only and in no way alter or amend the BID as published.

1. The index on the cover of the Jennings Lodge Right of Way Plan Set shows 4 landscaping plan sheets after the erosion control plans. However, these plan pages do not appear to be included in the plan set. Can you please add plan sheets LR1.0 - LR5.1 to the bid documents?

Answer: Yes, see attached.

Attachments: Sheet EC7.0 and Sheet LR1.0-5.1

End of Clarifying Questions #2

ALL RIGHTS RESERVED

MACKENZIE 2026

SHEET TITLE:

JOB NO.

SHEET:

THESE DRAWINGS ARE THE PROPERTY OF

MACKENZIE AND ARE NOT TO BE USED

OR REPRODUCED IN ANY MANNER,

WITHOUT PRIOR WRITTEN PERMISSION

THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON

A SURVEY BY:

THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON

DATE: RQ4D 09/08/23

2220400.00

PERMIT RESUBMITTAL 03/06/2026

Client

NORTH CLACKAMAS

PARKS AND

RECREATION

DISTRICT

150 BEAVERCREEK RD

OREGON CITY, OR 97405

Project

THE PARK AT

JENNINGS LODGE

CAMPUS

18521 SE RIVER RD

MILWAUKIE, OR 97267

EC7.0

ESCP -

DETAILS

REVISION SCHEDULE

Issued AsDelta Issue Date

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9"

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1 - CR

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SYMBOL CODE BOTANICAL / COMMON NAME SIZE QTY REMARKS

TREES

PERENNIALS

GROUND COVERS

LIMIT OF WORK

SE

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A

VE

REVISION SCHEDULE

Issued AsDelta Issue Date

A PLAN CHECK 11/17/2025

ALL RIGHTS RESERVED

MACKENZIE 2026

SHEET TITLE:

JOB NO.

SHEET:

THESE DRAWINGS ARE THE PROPERTY OF

MACKENZIE AND ARE NOT TO BE USED

OR REPRODUCED IN ANY MANNER,

WITHOUT PRIOR WRITTEN PERMISSION

2220400.00

PERMIT RESUBMITTAL 03/06/2026

Client

NORTH CLACKAMAS

PARKS AND

RECREATION

DISTRICT

150 BEAVERCREEK RD

OREGON CITY, OR 97405

Project

THE PARK AT

JENNINGS LODGE

CAMPUS

18521 SE RIVER RD

MILWAUKIE, OR 97267

SE WILMOT ST

PLANT SCHEDULE

PLANTING PLAN1

LR1.0

( IN FEET )

1 inch = ft.

020 2010 40

LR1.0

PLANTING PLAN

PUBLIC UTILITY EASEMENT

GENERAL

1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO

COMMENCING WORK.

2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY INVERT

ELEVATIONS OF ALL UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE

ARCHITECT IF THERE ARE ANY DISCREPANCIES WITH PLANTING ROOT

ZONES. TO REQUEST LOCATES FOR PROPOSED EXCAVATION CALL

1-800-332-2344 (OR 811) IN OREGON.

3. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY

DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS PRIOR TO

COMMENCEMENT OF ANY WORK.

4. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

5. DAMAGE TO EXISTING CONCRETE CURB, ASPHALT PAVING, OR OTHER

STRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTION

CONDITIONS.

6. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY DISRUPTION

TO VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK.

7. LANDSCAPE MATERIALS SHALL BE GUARANTEED BY CONTRACTOR FOR

A PERIOD OF ONE YEAR FROM THE DATE OF INSTALLATION. THE

DEVELOPER SHALL EITHER SUBMIT A SIGNED MAINTENANCE CONTRACT

FOR THE ONE YEAR PERIOD OR PROVIDE A PERFORMANCE SURETY

BOND PURSUANT TO SECTION 1311 OF CLACKAMAS COUNTY ZDO.

PLANTING

1. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROM

DAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL OR

INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS.

2. SHRUBS ADJACENT TO PARKING AREAS SHALL BE PLANTED 2 FT

MINIMUM AWAY FROM THE BACK OF CURB. SHRUBS AND GROUNDCOVER

ALONG OTHER PAVEMENT EDGES SHALL BE PLANTED A MINIMUM OF

ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGE.

3. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL

BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS,

DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS

THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY

STOCK, ANSI Z60.1-2004.

4. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER

UNDERGROUND PIPING.

5. IF DISTURBANCE IS NECESSARY AROUND EXISTING TREES,

CONTRACTOR SHALL PROTECT THE CROWN AND ALL WORK WITHIN THE

TREE DRIPZONE SHALL BE LIMITED TO THE USE OF HAND TOOLS AND

MANUAL EQUIPMENT ONLY.

6. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO

GRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION

CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND

OWNER'S REPRESENTATIVE.

7. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE

CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED.

8. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORY

RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE

USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR

SPECIFIED SOIL AMENDMENTS.

9. TOPSOIL IS AVAILABLE ON SITE FOR REUSE. DO NOT EXCAVATE OR

STORE TOPSOIL DURING WET WEATHER. SOIL SHOULD BE DRY AND

FRIABLE WHEN HANDLED AND STORED. PROVIDE COVER TO STORED

SOIL; DO NOT MOUND GREATER THAN 6' FOR STORAGE.

10. ALL LANDSCAPED AREAS SHALL BE COVERED BY A LAYER OF ORGANIC

MULCH TO A MINIMUM DEPTH OF 2-INCHES.

IRRIGATION

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TO

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO

INDICATE HEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT

MINIMUM SCALE OF 1"=20'

2. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C.

PRIOR TO PREPARING SHOP DRAWINGS.

3. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM

DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND

PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE.

4. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM

WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED

MANUFACTURERS.

5. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED

MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER

METER.

6. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO

APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS.

7. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER

CONCRETE OR HARD SURFACING.

8. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE

IRRIGATION CONTROLLER.

9. REFER TO CIVIL DETAILS AND DETAILS ON L5.14 FOR POINT OF

CONNECTION AND BACKFLOW PREVENTION INFORMATION.

10. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY.

11. CONTROLLER TO BE MOUNTED [ON BUILDING EXTERIOR / IN ELECTRICAL

ROOM]. GENERAL CONTRACTOR TO COORDINATE LOCATION WITH

OWNER'S REPRESENTATIVE.

12. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX.

13. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH

VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER.

14. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL

PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS.

LANDSCAPE NOTES

BIKE PARKING, QTY 3

BIKE PARKING, QTY 3

IRRIGATION

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TO

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO

INDICATE HEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT

MINIMUM SCALE OF 1"=20'

2. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C.

PRIOR TO PREPARING SHOP DRAWINGS.

3. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM

DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND

PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE.

4. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM

WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED

MANUFACTURERS.

5. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED

MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER

METER.

6. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO

APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS.

7. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER

CONCRETE OR HARD SURFACING.

8. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S

RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE

IRRIGATION CONTROLLER.

9. REFER TO CIVIL DETAILS AND DETAILS ON L5.14 FOR POINT OF

CONNECTION AND BACKFLOW PREVENTION INFORMATION.

10. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY.

11. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX.

12. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH

VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER.

13. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL

PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS.

REVISION SCHEDULE

ALL RIGHTS RESERVED

MACKENZIE 2026

SHEET TITLE:

JOB NO.

SHEET:

THESE DRAWINGS ARE THE PROPERTY OF

MACKENZIE AND ARE NOT TO BE USED

OR REPRODUCED IN ANY MANNER,

WITHOUT PRIOR WRITTEN PERMISSION

2220400.00

PERMIT RESUBMITTAL 03/06/2026

Client

NORTH CLACKAMAS

PARKS AND

RECREATION

DISTRICT

150 BEAVERCREEK RD

OREGON CITY, OR 97405

Project

THE PARK AT

JENNINGS LODGE

CAMPUS

18521 SE RIVER RD

MILWAUKIE, OR 97267

LR5.0

LANDSCAPE

DETAILS

IMPORTED TOPSOIL SCALE: NTS

STANDARD SOIL PREPARATION

2" 6"

TI

LL

TI

LL

T O

NOTES

1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER

OVER 1" IN DIAMETER FROM TOP 12" OF SOIL.

2. RIP AND TILL SUBGRADE TO MIN 6'' DEEP PRIOR TO INSTALLING

TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL.

3. TILL TOPSOIL AND SOIL AMENDMENTS TO A MIN 12" DEPTH.

4. SUBMIT SAMPLE OF MULCH & TOPSOIL FOR ACCEPTANCE

PRIOR TO PLACEMENT.

EX SUBGRADE

IMPORTED TOPSOIL

SOIL AMENDMENT

MULCH

FG. ESTABLISH AT 1" BELOW

ADJACENT PAVING

SURFACES

2"

1 SCALE: NTS

DECIDUOUS TREE PLANTING

1. SCARIFY AND ROUGHEN BOTTOM

OF PLANTING PIT PRIOR TO

PLACING TREE AND TOPSOIL.

2. CUT AND REMOVE TWINE, BURLAP,

AND WIRE BASKET FROM TOP AND

SIDES OF ROOT BALL

NOTES

5' -6

" M

IN SOIL MIX PER SPECS AND NOTES

MULCH (SEE PLANTING NOTES

L0.01) SET ROOT BALL 2" ABOVE

ADJACENT GRADES. FINISH

GRADE OF SOIL 1 1/2" BELOW

GRADE OF ADJACENT SURFACE

2"x2"x8' WOOD STAKES SET

OUTSIDE ROOT BALL (REMOVE

AFTER ONE YEAR)

FLEXIBLE RUBBER TREE TIES IN

FIGURE EIGHT FASION

D E

P

TH

O F

R O

O

TB

A

LL

M

IN

U S

3 X DIAMETER ROOTBALL

SET ROOTBALL ON COMPACT

NATIVE SOIL TO PREVENT

SETTLEMENT

2"

TI

LL

T O

8"

NOTES

1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN

DIAMETER FROM TOP 6" OF SOIL.

2. RIP AND TILL SUBGRADE TO 6'' DEEP (MIN.) PRIOR TO INSTALLING

AMENDMENTS.

3. TILL SOIL AMENDMENTS TO A MIN. 8" DEPTH.

EXISTING SUBGRADE

COMPOST AND SPECIFIED

SOIL AMENDMENTS

SOIL PREP. AT HYDROSEED

SCALE: NTS

FINISH GRADE ESTABLISH 1"

BELOW ADJACENT PAVING

SURFACES

SPECIFIED HYDROSEED

" M

IN

" M

IN

6"

NOTES

1. SNAKE ALL HDPE PIPING IN TRENCHING.

2. TIE LOOSE 3' LOOP IN ALL IRRIGATION WIRING AT

CHANGES IN DIRECTION GREATER THAN 30 DEGREES.

UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE.

3. WHERE ELECTRICAL WIRING DOES NOT SHARE

COMMON TRENCH, OVER EXCAVATE TRENCH 2" MIN

AND BACKFILL WITH SPECIFIED BEDDING MATERIAL.

4. LOCATE ALL WIRING NOT IN COMMON TRENCHES

ACCURATELY ON RECORD DRAWINGS.

SPECIFIED BACKFILL

SPECIFIED PIPE BEDDING

LATERAL LINE

MAIN LINE

IRRIGATION TRENCHING (TYP)

SCALE: NTS

IRRIGATION WIRING

SAND BACKFILL BY ELECTRICAL

CONTRACTOR WHERE TRENCH

IS COMMON

V A

R

IE

S S

E E

N O

TE

V

A R

IE

S

M

IN

6" 6"

IRRIGATION SLEEVES

SCALE: NTS

PAVING

FILL AS SPECIFIED

TRACE WIRE

SLEEVE

SECTION AT PAVING

SECTION AT WALLS

NOTES

1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES

PASSING THROUGH.

2. EXTEND IRRIGATION SLEEVE 6" BEYOND EDGE OF

PAVING, EACH SIDE.

3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING

INSTALLATION.

4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND

CAP BOTH ENDS WITHOUT GLUE.

WALL

SLEEVE

FINISHED GRADE

IRRIGATION MAINLINE

OR LATERAL

MIN DEPTH OF PIPE

MAINLINE 18"

LATERAL AT PAVING 14"

AT DRIVING SURFACE 24"

5 MULTI-TRAJECTORY SPRAY HEAD

SCALE: NTS

FG

ROTATOR

LATERAL PIPE

LATERAL TEE OR ELL

SWING JOINT

MULCH

7SCALE: NTS

ISOLATION VALVE

4" M

IN

VALVE BOX WITH

LOCKABLE LID.

INSTALL FLUSH

WITH FINISH GRADE

NOTE

1. ADAPTER AND FITTINGS TO BE SAME SIZE AS ISOLATION VALVE.

FG

MALE ADAPTER /

REDUCER, BOTH SIDES

MAIN LINE

ISOLATION VALVE

EQUIPPED FOR KEYED

OPERATION

4" MIN DEPTH OF

DRAIN ROCK

BRICK OR CONCRETE

BLOCK (TYP)

#4 X 24" REBAR WITH

SS GEAR CLAMPS

ELL

MAINLINE PIPE

VALVE BOX WITH LID. INSTALL

FLUSH WITH FINISH GRADE

FG

QUICK COUPLING VALVE

NIPPLE

4" MIN DEPTH OF DRAIN ROCK

BRICK OR CONC BLOCK (TYP)

NIPPLE

TEE OR ELL

STREET ELL

SCALE: NTS

QUICK COUPLER VALVE

GEOTEXTILE

ALL RIGHTS RESERVED

MACKENZIE 2026

SHEET TITLE:

JOB NO.

SHEET:

THESE DRAWINGS ARE THE PROPERTY OF

MACKENZIE AND ARE NOT TO BE USED

OR REPRODUCED IN ANY MANNER,

WITHOUT PRIOR WRITTEN PERMISSION

2220400.00

PERMIT RESUBMITTAL 03/06/2026

Client

NORTH CLACKAMAS

PARKS AND

RECREATION

DISTRICT

150 BEAVERCREEK RD

OREGON CITY, OR 97405

Project

THE PARK AT

JENNINGS LODGE

CAMPUS

18521 SE RIVER RD

MILWAUKIE, OR 97267

LR5.1

LANDSCAPE

DETAILS

1 2

REVISION SCHEDULE

A PLAN CHECK 11/17/2025