Volume 3 - Kellogg WRRF Admin - Drawings.pdf

PERMIT DRAWINGS

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD MILWAUKIE, OR 97222

10/1/2025

ADMINISTRATION BUILDING REMODEL

AC

AB

ACOUS

ADJ

AD

ACCES

N

ARCH

ANOD

AL, ALUM

APPR(OX)

BD

BLKG

BLDG

B.O.S.

BRKT

BOT, BOTT

CG

CJ

CIG

CB

B.O.

P

R

CMU

CLR

CLG, CEIL

CONC

CONSTR

CONN

COL

CPT

CS

CT

DEMO

DF

DEPT

D

CONT

CL

AFF

MISC

MFG

MIN

MAX

MECH

MACH

LAV

LT

LP

JAN

K.D.F.

JT

(R)

PSF

PT

PVC

PNL

PSI

PR

OH

PLYWD

P, PTD

L

OTS

ORD

OD

OFOI

OFCI

OCC

MULL

NIC

NO

NTS

(N)

MP

MR

MTL

REF, REFR

RB

RD

R, RAD

S

DR

DN

DIM, DIMS

DW

DWG

DTL, DET

DS

EL

ELEC(T)

EJ

ELEV

EQ

EQPM, EQUIP

EP

E

FD

FA

EXT, EXTER

FF

FEC

FFL

FH

FE

FLR

FIN

FOC

FDN

FOM

FOF

F.R.

FOS

(E), EXIST.

FT

FTG

GALV

GA

GYP BD, GB, GWB

HC

HDWD

HVAC

HOR(IZ)

IN

ID

HB

INSUL

INT, INTER

INFO

T&G

T.O.

REQ, REQ'D

SUSP CLG

STRUC(T)

TR

TC

TEL

T, TLT

SYM

STOR

SQ

STD

STL

SS, SST

SHR

SPECS

SHT

SIM

SECT

SC

RM

RO

REV

W/O

WP

WB

WDO

WD

WF

WCP

WCV

WC

W

W/

VHI

VT

VIF

VERT

VEST

VCT

UNO

TOS

TOP

TYP

TOA

TOF

REINF

DIA

BCS

SCT

CTG

CTIG

MEP

DB

WRB

TG

JANITOR

JOINT

KNOCK-DOWN FRAME

LAVATORY

LIGHT

MAXIMUM

MACHINE

MINIMUM

MECHANICAL

MISCELLANEOUS

MANUFACTURE(R)(ING)

LIQUID PROPANE

MULLION

MIRROR

METAL

NEW

NUMBER

NORTH

OCCUPANCY

OPEN TO STRUCTURE

OWNER FURNISHED-OWNER INSTALLED

OUTSIDE DIAMETER

OPPOSITE HAND

OVERFLOW ROOF DRAIN

NOT IN CONTRACT

NOT TO SCALE

PLATE

PLYWOOD

PAINT(ED)

PAIR

PANEL

RISER

ROOF DRAIN

RADIUS

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

RENOVATE(D)(ION)

PRESSURE TREATED

POLYVINYL CHLORIDE

REFRIGERATOR

RUBBER BASE

OWNER FURNISHED-CONTRACTOR INSTALLED

METAL PANEL

AT

CENTERLINE

ANGLE

SQUARE

ACOUSTICAL

AREA DRAIN

DIAMETER or ROUND

PERPENDICULAR

AIR CONDITIONING

ANCHOR BOLT

ADJUST(ABLE), ADJACENT

ACCESSORY(IES)

ALUMINUM

ANODIZED

BOARD

BUILDING

BLOCKING

BRACKET

BOTTOM

CLEAR INSULATED GLASS

BOTTOM OF

CLEAR GLASS

BOTTOM OF STRUCTURE

CONSTRUCTION/CONTROL JOINT

CATCH BASIN

ARCHITECTURAL

APPROXIMATE

CEILING

CLEAR

CONNECTION

CONCRETE

COLUMN

CARPET

DEMOLITION

DRYER

CONCRETE MASONRY UNIT

CONSTRUCTION

DRINKING FOUNTAIN

DEPARTMENT

CONTINUOUS, CONTINUE

CONCRETE-SEALED

CERAMIC TILE

CENTER LINE

ABOVE FINISHED FLOOR

ROOM

SOLID CORE

SOUTH

SHOWER

SHEET

SIMILAR

STEEL

STANDARD

STORAGE

SECTION

STAINLESS STEEL

REVISION(S)/REVISED

ROUGH OPENING

REQUIRE(D)(MENTS)

SPECIFICATIONS

STRUCTURAL

SQUARE

TREAD

TOILET

TOP OF

TYPICAL

TELEPHONE

TONGUE AND GROOVE

SYMMETRICAL

SUSPENDED CEILING

TOP OF CURB

TOP OF SCREEN

TOP OF FLOOR

TOP OF ASPHALT

TOP OF PLATE

VERTICAL

VINYL TILE

VESTIBULE

WITH

WOOD BASE

WOOD

WINDOW

WATER CLOSET, WHEELCHAIR

VERY HIGH IMPACT

WALL COVERING

VERIFY IN FIELD

WEST, WASHING MACHINE

WOOD CEILING PANEL

VINYL COMPOSITION TILE

WITHOUT

WOOD PANEL, WATERPROOF

WOOD FLOOR

UNLESS NOTED OTHERWISE

DOWN

DOOR

DRAWING

DETAIL

DOWNSPOUT

ELEVATION

EQUAL

EXISTING

EQUIPMENT

EAST

ELEVATOR, ELEVATION

EXPANSION JOINT

ELECTRICAL PANEL

ELECTRIC(AL)

DISHWASHER

DIMENSION(S)

EXTERIOR

FLOOR

FOUNDATION

FINISH(ED)

FLOOR DRAIN

FIRE ALARM/HORN/STROBE

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FINISHED FLOOR LEVEL

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FIRE RETARDANT

FACE OF STUD OR SHEATHING

FIRE HYDRANT

FIRE EXTINGUISHER

FOOTING

FOOT(FEET)

GALVANIZED

HARDWOOD

HANDICAP

HORIZONTAL

INCH(ES)

HOSE BIBB

INSIDE DIAMETER, IDENTIFY

HEATING, VENTILATING & AIR

CONDITIONING

GYPSUM BOARD

GAGE,GAUGE

INSULATION

INTERIOR

INFORMATION

REINFORCE(D)(ING)

DIAMETER

BABY CHANGING STATION

SEALED CEMENTITIOUS TOPPING

CLEAR TEMPERED GLASS

CLEAR TEMPERED INSULATED GLASS

MECHANICAL, ELECTRICAL, PLUMBING

DOOR BUMPER

WATER RESISTANT BARRIER

TEMPERED GLAZING

WSF WELDED STEEL FRAME

OC ON CENTER

DIST DISTANCE

RDOD ROOF DRAIN OVERFLOW DRAIN

F.D. FOUNDATION DRAIN

Ø

ABBREVIATIONS

SP STAND PIPE

(ER), RELOC. NEW LOCATION FOR EXISTING

DAS DISTRIBUTED ANTENNA SYSTEM

ENS EMPLOYEE NOTIFICATION SYSTEM

OWNER

CLACKAMAS WATER ENVIRONMENT SERVICES

150 Beavercreek Road #430 Oregon City, OR 97045 tel (503) 742-4567 Lynne Chicoine / lchicoine@clackamas.us Nathan Seaver / nseaver@clackamas.us

ARCHITECT

DECA ARCHITECTURE, INC.

935 SE Alder Street Portland, OR 97214 tel (503) 239-1987 Shem Harding / harding@deca-inc.com

SURVEY

COMPASS LAND SURVEYORS

4107 SE International Way, Suite 705 Milwaukie, OR 97222 tel (503) 653-9093

CIVIL

KPFF CONSULTING ENGINEERS

111 SW Fifth Avenue, Suite 2600 Portland, OR 97204 tel (503) 542-3860 Mark Reuland / mark.reuland@kpff.com

LANDSCAPE ARCHITECT

MEARS DESIGN GROUP

PO Box 23338 Portland, OR 97281 tel (503) 601-4516 Troy Mears / troym@mearsdesigngroup.com

NATURAL RESOURCES

CLACKAMAS WATER ENVIRONMENT SERVICES

150 Beavercreek Road #430 Oregon City, OR 97045 tel (503) 793-4264 Gail Shaloum / gshaloum@clackamas.us

STRUCTURAL

KPFF CONSULTING ENGINEERS

111 SW Fifth Avenue, Suite 2600 Portland, OR 97204 tel (503) 227-3251 Michael Arellano / michael.arellano@kpff.com

PLUMBING

KCL ENGINEERING

309 W 4th Ave, Suite 201 Eugene, OR 97401 tel (503) 633-9742 Grant Caswell / gcaswell@kclengineering.com

MECHANICAL

KCL ENGINEERING

312 NW 10th Ave Suite 100 Portland, OR 97209 tel (503) 980-5696 Gustavo Vela-Moreno / gvela-moreno@kclengineering.com

ELECTRICAL

KCL ENGINEERING

312 NW 10th Ave Suite 100 Portland, OR 97209 tel (503) 679-5954 Adam Koble / akoble@kclengineering.com

TECHNOLOGY

KCL ENGINEERING

312 NW 10th Ave Suite 100 Portland, OR 97209 tel (503) 679-5954 James Harris / jharris@kclengineering.com

ENVIRONMENTAL

APEX COMPANIES

4412 S Corbett Ave Portland, OR 97239 tel (503) 248-1939 James Mastanduno / james.mastanduno@pbsusa.com

PROJECT TEAM

Scale

Date

Sheet No.

935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987

As indicated

G001

ABBREVIATIONS AND

DRAWING INDEX

ADMIN BUILDING REMODEL

10/1/2025

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

SHEET INDEX

ARCHITECTURAL

STRUCTURAL

S001 DRAWING INDEX AND LIST OF ABBREVIATIONS

S002 GENERAL STRUCTURAL NOTES

S003 GENERAL STRUCTURAL NOTES

S004 GENERAL STRUCTURAL NOTES

S005 SPECIAL INSPECTIONS AND TESTING

S006 SPECIAL INSPECTIONS AND TESTING

S101 FOUNDATION PLAN EAST

S102 FOUNDATION PLAN WEST

S103 ROOF FRAMING PLAN EAST

S104 ROOF FRAMING PLAN WEST

S501 CONCRETE DETAILS

S502 CONCRETE DETAILS

S601 WOOD DETAILS

S602 WOOD DETAILS

S603 WOOD DETAILS

S701 STEEL DETAILS

S702 STEEL DETAILS

MECHANICAL

M000 GENERAL NOTES & SYMBOLS

M011 DEMOLITION PLAN - LEVEL 1 - EAST

M012 DEMOLITION PLAN - LEVEL 1 - WEST

M013 DEMOLITION ROOF PLAN

M101 FLOOR PLAN - LEVEL 1 - EAST

M102 FLOOR PLAN - LEVEL 1 - WEST

M103 ROOF PLAN

M401 DETAILS

M501 SCHEDULES

M502 SCHEDULES

M601 CONTROLS

MP102 FLOOR PLAN - LEVEL 1 - WEST MECH PIPING

A001 OVERALL SITE & ACCESS PLANS

A002 SITE PLAN

A003 WALL, ROOF, & FLOOR ASSEMBLIES

A011 DEMOLITION PLAN - LEVEL 1 EAST

A012 DEMOLITION PLAN - LEVEL 1 WEST

A013 ROOF DEMOLITION PLAN

A100 OVERALL FLOOR PLAN - LEVEL 1

A101 FLOOR PLAN - LEVEL 1 EAST

A102 FLOOR PLAN - LEVEL 1 WEST

A103 ROOF PLAN

A150 ENLARGED FLOOR PLANS & EQUIPMENT SCHEDULE

A151 INTERIOR ELEVATIONS - LAB

A201 REFLECTED CEILING PLAN - LEVEL 1

A301 EXTERIOR ELEVATIONS

A302 EXTERIOR ELEVATIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A411 WALL SECTIONS

A501 INTERIOR ELEVATIONS

A502 INTERIOR ELEVATIONS

A503 INTERIOR ELEVATIONS

A504 INTERIOR ELEVATIONS

A505 INTERIOR ELEVATIONS

A601 INTERIOR DETAILS

A602 INTERIOR DETAILS

A603 INTERIOR DETAILS

A604 INTERIOR DETAILS

A605 INTERIOR DETAILS

A610 EXTERIOR DETAILS

A611 EXTERIOR DETAILS

A612 EXTERIOR DETAILS

A613 EXTERIOR DETAILS

A614 EXTERIOR DETAILS

A700 ROOM FINISH SCHEDULE

A701 MATERIAL AND FINISH LEGEND

A702 DOOR SCHEDULE & TYPES

A703 WINDOW SCHEDULE

PLUMBING

P000 GENERAL NOTES & SYMBOLS

P001 DEMOLITION PLAN - FOUNDATION - EAST

P002 DEMOLITION PLAN - FOUNDATION - WEST

P011 DEMOLITION PLAN - LEVEL 1 - EAST

P012 DEMOLITION PLAN - LEVEL 1 - WEST

P013 DEMOLITION ROOF PLAN

P101 FLOOR PLAN - FOUNDATION - EAST

P102 FLOOR PLAN - FOUNDATION - WEST

P111 FLOOR PLAN - LEVEL 1 - EAST

P112 FLOOR PLAN - LEVEL 1 - WEST

P121 ROOF PLAN

P401 DETAILS

P402 DETAILS

P501 SCHEDULES

P502 SCHEDULES

ELECTRICAL

E000 GENERAL SYMBOLS

E001 GENERAL NOTES

E011 DEMOLITION PLAN - LEVEL 1 - EAST

E012 DEMOLITION PLAN - LEVEL 1 - WEST

E101 FLOOR PLAN - LEVEL 1 - EAST

E102 FLOOR PLAN - LEVEL 1 - WEST

E103 ROOF PLAN

E201 RCP - LEVEL 1 - EAST

E202 RCP - LEVEL 1 - WEST

E301 ELECTRICAL SCHEDULES

E302 ELECTRICAL PANEL SCHEDULES

E400 ELECTRICAL DIAGRAMS

G001 ABBREVIATIONS AND DRAWING INDEX

G002 GENERAL AND BIDDER DESIGN NOTES

G003 LIFE SAFETY PLAN & CODE SUMMARY

GENERAL

L101 PLANTING PLAN

L102 PLANTING DETAIL & NOTES

L201 IRRIGATION PLAN

L202 IRRIGATION DETAIL & NOTES

LANDSCAPE

CIVIL

C100 COVER SHEET

C101 EXISTING CONDITIONS

C200 DEMOLITION PLAN

C300 SITE PAVING AND GRADING PLAN

C400 STORM AND UTILITY PLAN

C500 DETAILS

C501 DETAILS

C600 EROSION AND SEDIMENT CONTROL PLAN

C610 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

RIVER PARK

RP001 RIVER PARK TREE REMOVAL AND PLANTINGS - NORTH

RP002 RIVER PARK TREE REMOVAL AND PLANTINGS - SOUTH

RP003 RIVER PARK MGMT & BUFFER - NORTH

RP004 RIVER PARK MGMT & BUFFER - SOUTH

T000 GENERAL SYMBOLS

T001 GENERAL NOTES

TA101 AUDIO VISUAL - LEVEL 1 - EAST

TA102 AUDIO VISUAL - LEVEL 1 - WEST

TA201 AUDIO VISUAL CEILING PLAN - LEVEL 1 - EAST

TA301 AUDIO VISUAL ELEVATIONS

TA401 AUDIO VISUAL DETAILS

TA500 AUDIO VISUAL SINGLE LINE AND EQUIPMENT LIST

TD102 DEMOLITION PLAN - LEVEL 1 - WEST

TS101 SECURITY PLAN - LEVEL 1 - EAST

TS102 SECURITY PLAN - LEVEL 1 - WEST

TS105 ACCESS CONTROL DETAILS

TT100 TELECOM INFRASTRUCTURE SITE PLAN

TT101 TELECOM INFRASTRUCTURE PLAN - LEVEL 1 - EAST

TT102 TELECOM INFRASTRUCTURE PLAN - LEVEL 1 - WEST

TT103 TELECOM INFRASTRUCTURE PLAN - ENLARGED PLAN

TT201 TELECOM RCP PLAN - LEVEL 1 - EAST

TT202 TELECOM RCP PLAN - LEVEL 1 - WEST

TT301 TELECOM DETAILS

TECHNOLOGY

Issue Revision Date

(INCLUDED FOR REFERENCE ONLY)

PLAN VIEW

CB CATCH BASIN

OVERFLOW ROOF DRAIN

AREA DRAIN

ROOF DRAIN

AD

RD

ORD

EXISTING FULL HEIGHT WALLS

TO

W

THERMOSTAT

FEC

TELEPHONE OUTLET

DUPLEX OUTLET

SWITCH

FA PULL STATION

FIRE EXTINGUISHER CABINET

PARTIAL HEIGHT WALLS

ITEMS ABOVE

0' -0

ELEVATION VIEW

REFLECTED CEILING VIEW

ITEM TO BE DEMOLISHED

NEW FULL HEIGHT WALLS

FLOOR DRAIN

SYMBOLS

A

A601

100'-0"

9'-0"

A601

DOOR NO. TARGET

ROOM TAG

INTERIOR ELEVATION TARGET

BUILDING OR WALL SECTION TARGET

TRUE NORTH

NORTH ARROW

STRUCTURAL GRID

VERTICAL ELEVATION

LINE TYPES

CEILING HEIGHT TARGET

CENTERLINE

PROPERTY LINE

BREAKLINE

CONSTRUCTION LINE

N

4 2

ROOM NAME

ROOM NUMBER

DOOR

ROOM NO.

FLOOR

DETAIL NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

ELEVATION NUMBER

CEILING HEIGHT ABOVE

FINISH FLOOR

F1

R1

C1

WALL TYPE SYMBOL

FLOOR TYPE SYMBOL

ROOF TYPE SYMBOL

CEILING TYPE SYMBOL

TARGETS

ROOM

233A

CONCRETE

GYPSUM BOARD

CP-CEMENT PLASTER

GP-GYPSUM PLASTERGP

GLASS

MATERIALS

Scale

Date

Sheet No.

935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987

12" = 1'-0"

G002

GENERAL AND BIDDER

DESIGN NOTES

ADMIN BUILDING REMODEL

10/1/2025

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

1. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND THAT THE CONTRACT

DOCUMENTS MAY REPRESENT IMPERFECT DATA AND MAY CONTAIN ERRORS, OMISSIONS,

CONFLICTS, INCONSISTENCIES,CODE VIOLATIONS, AND IMPROPER USE OF MATERIALS.

SUCH DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED CONTRACTOR SHALL

CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT

AT ONCE IN WRITING TO THE ARCHITECT ANY DEFICIENCIES OR BEAR THE RISK AND

EXPENSE OF ANY FAILURE TO DO SO. THE CONTRACTOR SHALL REQUIRE EACH

SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES.

2. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, DECA ARCHITECTURE, INC.

ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES OR CERTIFICATIONS.

3. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT, AND PROTECTION AS

REQUIRED.

4. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND

SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH OWNER'S REQUIREMENTS.

5. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING, IDENTIFYING, OR

SPECIFYING MEANS OF REMOVAL FOR ANY HAZARDOUS MATERIALS. HAZARDOUS

MATERIAL TESTING SHALL BE COMPLETED BY OWNER CONTRACTED CONSULTANT.

6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OWNER AND OWNER PROVIDED

CONTRACTORS AS REQUIRED TO IMPLEMENT SCOPE OF WORK.

7. REFER TO PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES

BIDDER-DESIGNED SYSTEM NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE FOLLOWING MATERIALS AND

SYSTEMS ON A BIDDER-DESIGNED BASIS, UNO (ALSO KNOWN AS DESIGN-BUILD OR

BIDDER-DESIGNED). FOR THESE SYSTEMS AND MATERIALS, DESIGN, ENGINEERING AND

SUBMITTALS TO THE AHJ ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNO:

1.1 ALUMINUM STOREFRONT WINDOW SYSTEM DEFERRED SUBMITTAL

1.2 ROOFTOP HVAC UNIT ANCHORAGE & BRACING DEFERRED SUBMITTAL

2. FOR DETAILED LOW VOLTAGE DESIGN SCOPE RESPONSIBILITY, SEE TECHNOLOGY

DRAWINGS.

3. DEPENDING ON AHJ REQUIREMENTS, BIDDER-DESIGNED SYSTEMS MAY REQUIRE

SEPARATE PERMITS, DEFERRED SUBMITTALS, BOTH OR NEITHER.

4. DRAWINGS, DETAILS, AND CALCULATIONS FOR THE PORTIONS OF WORK IDENTIFIED AS

BIDDER-DESIGNED ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL INCLUDE

WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE AND COORDINATE WITH

OTHER WORK.

5. BIDDER-DESIGNED SUBMITTALS MAY REQUIRE REVIEW BY BOTH ARCHITECT AND

ENGINEER, AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION.

6. PERMIT ACQUISITION AND PERMIT FEE PAYMENT FOR THE DEFERRED/ BIDDER-

DESIGNED SCOPE OF WORK SHALL BE PROVIDED BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL VERIFY ADEQUACY OF ALL UTILITIES AND EQUIPMENT, AND

COORDINATE UTILITY REQUIREMENTS AND LOCATIONS.

8. THE PROCEDURE FOR DEFERRED/ BIDDER-DESIGNED SUBMITTAL IS AS FOLLOWS:

8.1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED TO OWNER AND

ARCHITECT FOR PRELIMINARY REVIEW.

8.2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO

ARCHITECT AND OWNER FOR REVIEW. SUCH DRAWINGS SHALL BE STAMPED AND

SIGNED BY A PROFESSIONAL ENGINEER (PE) WHEN REQUIRED BY AHJ.

8.3. FOLLOWING ARCHITECT AND OWNER REVIEW, THE CONTRACTOR SHALL

SUBMIT TO AHJ FOR PERMIT APPROVAL AND ACQUISITION.

8.4. PROCUREMENT, FABRICATION, AND OTHER WORK RELATED TO BIDDER-

DESIGNED SUBMITTALS SHALL NOT BE PERFORMED UNTIL THE SUBMITTAL HAS

BEEN REVIEWED AND APPROVED BY OWNER & ARCHITECT.

CEILING LUMINAIRE: SURFACE, RECESSED

CEILING LUMINAIRE: PENDANT MOUNTED

WALL LUMINAIRE: SURFACE, RECESSED

WALL WASHER: SURFACE RECESSED

TRACK WITH HEADS LOCATED

FLUORESCENT LUMINAIRE: SURFACE,

RECESSED

FLUORESCENT LUMINAIRE: WALL MOUNTED,

PENDANT

LINEAR FLUORESCENT LUMINAIRE: WALL

MOUNTED

FLUORESCENT LUMINAIRE: BARE LAMP

POLE LIGHT: LUMINAIRES AS SHOWN

DESIGNATES LIGHT ON EMERGENCY CIRCUIT

EXIT LIGHT: CEILING, WALL (ARROWS AS

SHOWN)

EMERGENCY BATTERY LIGHT: HEADS AS SHOWN

EXHAUST FAN

SPRINKLER HEAD

SUPPLY AIR DIFFUSER

RETURN AIR

LINEAR AIR DIFFUSER

Issue Revision Date

BID ALTERNATES

ALT 1: Provide a deduct cost for using the following product in lieu of the specified partition product: Bobrick traditional partitions, DesignerSeries, overhead braced with maximum privacy model 2042, color: Slate Grey D91-60, standard hardware, occupancy indicator latch on doors, X

XX X

X

FLEX OFFICE

SUPERVISOR

OFFICE

ADMIN OFFICE

FOYER

ADA UNISEX

UNISEX

CONFERENCE

ROOM

BREAK ROOM

LAB

OPERATORS

OFFICE

MECH ROOM

LAUNDRY

119 CUST.

WOMEN'S

LOCKER ROOM

MEN'S LOCKER

ROOM

UNISEX SHOWER

UNISEX TOILET

A-3 OCC / 380 NSF

OCC LOAD: 15 NSF/OCC

TOTAL OCCS: 25

A-3 OCC / 590 SF

OCC LOAD: 15 NSF/OCC

TOTAL OCCS: 39

CORRIDOR

B OCC / 2,300 GSF

OCC LOAD: 150 GSF/OCC

TOTAL OCCS: 15

B OCC / 490 GSF

OCC LOAD: 50 GSF/OCC

TOTAL OCCS: 10

B OCC / 500 GSF

OCC LOAD: 50 GSF/OCC

TOTAL OCCS: 10

B OCC / 340 GSF

OCC LOAD: 150 GSF/OCC

TOTAL OCCS: 3

OFFICES

1 HR RATED CORRIDOR

OPERABLE PARTITION

NEW ACCESSIBLE

WALKWAY, SEE SITE

PLAN AND CIVIL

This project proposes to remodel the existing administration building at the Kellogg Wastewater Recovery Facility, and construct additions of approximately 1,550 sf. Existing locker and break rooms currently located elsewhere on campus will be moved to this building. The addition will include dedicated conference and break rooms which may be combined into a larger community meeting room by opening a folding partition.

The existing building interior will be remodeled with new floors, walls, doors, roofing and limited new siding and fenestration. MEP systems will be largely remodeled and refreshed, and new finishes will be installed throughout. Additional plumbing fixtures and restroom facilities will be added.

The building will remain largely a B occupancy, but the east addition will add an A-3 occupancy. The completed facility will be completely accessible.

PROJECT DESCRIPTION

APPLICABLE BUILDING 2022 Oregon Structural Specialty Code (2021 IBC)

CODES 2025 Oregon Energy Efficiency Specialty Code (ASHRAE Standard 90.1-2022) 2022 Oregon Fire Code (2018 IFC) 2022 Oregon Mechanical Specialty Code (2021 IMC) 2023 Oregon Plumbing Specialty Code (2021 UPC) 2023 Oregon Electrical Specialty Code (2023 NEC)

BUILDING AREA SUMMARY

Existing Proposed

Level 1 4,050 sf 5,900 sf

302 OCCUPANCY TYPES

Existing occupancies: B (Office) Proposed occupancies: B (Office), A-3 (Assembly)

506 BUILDING AREA

Most restrictive Tabular Area Allowable Area occupancy At Aa

A-3 6,000 sf 10,500 sf

*Frontage increase lf = 0.75, per table 506.3.3

506 MIXED USE & OCCUPANCY

Per 508.3, the building complies with nonseparated occupancy provisions. Therefore, no occupancy separation is required.

601 CONSTRUCTION TYPE

Construction type: V-B

716 OPENING PROTECTIVES

Table 716.1(2). Corridor doors to be 20 minute fire rated, glazed lites 45 minute rated.

903 AUTOMATIC SPRINKLER SYSTEMS

903.2.1.3 Sprinklers required in A-3 occupancies where the fire area exceeds 12,000 sf and the occupant load exceeds 300. This building will exceed neither limit, therefore sprinklers are neither required nor proposed.

1020 CORRIDORS

Table 1020.2. Corridors serving greater than 30 occupants in nonsprinklered A and B occupancies shall be 1 hr fire rated fire partitions.

1020.7 Fire rated corridors shall be continuous from the point of entry to an exit and shall not be interrupted by intervening rooms.

Exception: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms.

3403.6 / ORS 447.241 ACCESSIBILITY FOR EXISTING BUILDINGS

Per the sections referenced above, where alteration affect the accessibility of areas of primary function, the route to the primary function area shall be accessible. Accessibility improvements shall not exceed 25% of the cost of alterations.

The proposed alterations include a new accessible entry walkway and accessible restrooms and locker rooms. The proposed building will remove all barriers to accessibility.

BUILDING CODE SUMMARY

EMERGENCY EGRESS LIGHTING -

MIN. OF 1 FC AT FLOOR LEVEL FOR

MIN. DURATION OF 90 MINUTES.

ILLUMINATED PATH MIN. 36" WIDE.

BACKUP POWER REQUIRED.

FEC FIRE EXTINGUISHER CABINET

EXIT SIGN

PATH OF TRAVEL DISTANCE

1 HR RATED FIRE PARTITION

OCCUPANT LOAD TAG FOR ROOM

OR AREA

GROUP X / XX GSF

OCC LOAD: XX GSF/OCC

TOTAL OCCS: XX

LIFE SAFETY LEGEND

FE FIRE EXTINGUISHER

Scale

Date

Sheet No.

935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987

As indicated

G003

LIFE SAFETY PLAN &

CODE SUMMARY

ADMIN BUILDING REMODEL

10/1/2025

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

1/8" = 1'-0"

LIFE SAFETY PLAN

N

TOTAL OCC. LOAD: 102 OCC

ADMIN BUILDING REMODEL

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C100

COVER SHEET

WES KELLOGG CREEK WRRF ADMIN BLDG REMODEL

MILWAUKIE, OREGON

MAP FROM: GOOGLE EARTH ©

SCALE: NTS

VICINITY MAP

OWNER:

CLACKAMAS WATER ENVIRONMENT

SERVICES

150 BEAVER CREEK ROAD #430

OREGON CITY, OREGON 97045

TEL: 503-742-4567

CONTACT: LYNNE CHICOINE

NATHAN SEAVER

CIVIL ENGINEER/PROJECT MANAGER:

KPFF CONSULTING ENGINEERS

111 SW FIFTH AVENUE, SUITE 2600

PORTLAND, OREGON 97204

TEL: 503-542-3860

CONTACT: MARK REULAND

ARCHITECT:

DECA ARCHITECTURE, INC

935 SE ALDER STREET

PORTLAND, OREGON 97214

TEL: 503-239-1987

CONTACT: SHEM HARDING

STRUCTURAL ENGINEER:

KPFF CONSULTING ENGINEERS

111 SW 5TH AVENUE, SUITE 2500

PORTLAND, OREGON 97214

TEL: 503-227-3251

CONTACT: MICHAEL ARELLANO

ELECTRICAL ENGINEER:

KCL ENGINEERING

312 NW 10TH AVENUE SUITE 100

PORTLAND, OREGON 97209

TEL: 503-212-4612

CONTACT: ADAM KOBLE

MECHANICAL/PLUMBING ENGINEER:

KCL ENGINEERING

312 NW 10TH AVENUE SUITE 100

PORTLAND, OREGON 97209

TEL: 503-212-4612

CONTACT: GUSTAVO VELA-MORENO

MATT BELL

PROJECT CONTACTS

SHEET INDEX

1. SURVEY PROVIDED BY COMPASS LAND SURVEYORS, DATED MAY 2024. ELEVATIONS ARE BASED

ON NAVD '88 VERTICAL DATUM ESTABLISHED PER NGS CONTROL POINT Q723 HAVING A POINT

IDENTIFICATION OF RD1491, DESCRIBED AS A STAINLESS STEEL ROD WITH SLEEVE LOCATED

NEAR THE INTERSECTION OF STATE HIGHWAY 224 AND LAKE ROAD WITH AN ELEVATION OF

31.131.

2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A

PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES,

DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS.

3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL

POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. [SEE SHEET C300 FOR PROJECT

CONTROL INFORMATION.]

4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION

BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.

5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL

HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY

UPON DISCOVERY OF ANY DISCREPANCIES.

6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER

CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR

TO CONSTRUCTION LAYOUT.

7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION

DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING

FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION.

NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.

8. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE

CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO

THE ATTENTION OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.

9. CONTRACTOR TO REFERENCE SOILS REPORT BY SHANNON & WILSON DATED APRIL 2024 FOR

THE SITE SOILS CONDITIONS.

10. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT

SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2024 OREGON STANDARD

SPECIFICATIONS FOR CONSTRUCTION, THE 2023 OREGON PLUMBING SPECIALTY CODE AND

REQUIREMENTS OF THE CITY OF PORTLAND.

11. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND

LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS

REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK

SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION.

12. 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).

EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND

UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10

BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY

LOCATED.

13. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR

INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR

SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES

PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE

ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION

TO PREVENT GRADE AND ALIGNMENT CONFLICTS.

14. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF

THE WORK.

15. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE

CONTRACTOR SHALL ADHERE TO CITY OF PORTLAND EROSION AND SEDIMENT CONTROL

MANUAL FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE

PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE

CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED

STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE

THE SITE.

16. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN

AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS

REQUIRED.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK

WITH THE OWNER.

18. NOTIFY CITY INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING

WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY REPRESENTATIVE

SHALL BE REQUIRED.

DEMOLITION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE

PLANS.

2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.

3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT

THE PROJECT SITE AS DIRECTED BY THE OWNER.

4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR

BETTER.

5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST

EXISTING CONSTRUCTION JOINT.

6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW

PAVEMENT.

EARTHWORKS

1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE

STORM DRAINAGE SYSTEM.

2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR

JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED.

UTILITIES

1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND

COVERS, ETC. TO FINISHED GRADE.

2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM

DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF

OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.

4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY

AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND

OWNER.

5. ALL WORK TO CONFORM TO THE 2023 OREGON PLUMBING SPECIALTY CODE

STORM AND SANITARY

1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2024

OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING

SEWERS AND STRUCTURES".

2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE

CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE

USING A LASER.

3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT

UNLESS NOTED OTHERWISE IN THE PLANS.

4. ALL HORIZONTAL CONNECTIONS TO THE SANITARY OR STORM SEWERS SHALL BE OF THE 'WYE'

BRANCH TYPE.

WATER

1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH

GRADE.

2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST

BLOCKS PER DETAIL.

3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE

HEALTH DEPARTMENT REGULATIONS, CHAPTER 333.

GENERAL

1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM

DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED

TRENCHES WITH WATER IS NOT PERMITTED.

2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.

1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND

NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS.

PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO

INSTALLATION.

2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE CONFORMING TO THE PROJECT

SPECIFICATIONS; AS INDICATED IN THE PLANS.

4. PRIVATE WATER MAINS 3-INCH DIAMETER AND SMALLER:

- UNDERGROUND PIPES SHALL BE COPPER TUBING OR PVC CONFORMING TO THE PROJECT

SPECIFICATIONS.

5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 3,300 PSI AT 28 DAYS.

Call before you dig.

or

800-332-2344

PROJECT SITE

AC ASPHALT CONCRETE

AD AREA DRAIN

APPROX. APPROXIMATE

B BOLLARD

BLDG BUILDING

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CL CENTERLINE

CO CLEANOUT

CONC. CONCRETE

CP CONTROL POINT

Δ DELTA

DIA.,Ø DIAMETER

E EASTING

EXIST./EX EXISTING

FF FINISH FLOOR ELEVATION

FG FINISH GRADE

GB GRADE BREAK

GV GATE VALVE

IE INVERT ELEVATION

MH MANHOLE

MIN MINIMUM

N NORTHING

OVH/OH OVERHEAD

P/L PROPERTY LINE

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVT PRIVATE

R RIM

RD ROOF DRAIN

ROW RIGHT-OF-WAY

SD STORM DRAIN

SHT SHEET

SS SANITARY SEWER

ST STREET

SW SIDEWALK

TC TOP OF CURB

TS TOP OF STAIR

TW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UNO UNLESS NOTED OTHERWISE

W WATER

W/ WITH

WV WATER VALVE

ABBREVIATIONS

ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT,

CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM

CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A

SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.

SEPARATION STATEMENT

CONSTRUCTION NOTESGENERAL NOTES MATERIAL NOTES

SHEET NO. SHEET TITLE

C100 COVER SHEET

C101 EXISTING CONDITIONS

C200 DEMOLITION PLAN

C300 SITE PAVING AND GRADING PLAN

C400 STORM AND UTILITY PLAN

C500 DETAILS

C501 DETAILS

C600 EROSION AND SEDIMENT CONTROL PLAN

C610 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

2025.10.07

16:19:11 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

MULTICORELINK:2300283-EXCD-C101

MULTICORELINK:2300283-EXCD-C101

MULTICORELINK:2300283-EXCD-C101

MULTICORELINK:2300283-EXCD-C101

MULTICORELINK:2300283-DEMO-C200

MULTICORELINK:2300283-DEMO-C200

MULTICORELINK:2300283-DEMO-C200

MULTICORELINK:2300283-DEMO-C200

MULTICORELINK:2300283-SITE-C300

MULTICORELINK:2300283-SITE-C300

MULTICORELINK:2300283-SITE-C300

MULTICORELINK:2300283-SITE-C300

MULTICORELINK:2300283-UTIL-C400

MULTICORELINK:2300283-UTIL-C400

MULTICORELINK:2300283-UTIL-C400

MULTICORELINK:2300283-UTIL-C400

MULTICORELINK:2300283-DETL-C500

MULTICORELINK:2300283-DETL-C500

MULTICORELINK:2300283-DETL-C500

MULTICORELINK:2300283-DETL-C500

MULTICORELINK:2300283-DETL-C501

MULTICORELINK:2300283-DETL-C501

MULTICORELINK:2300283-DETL-C501

MULTICORELINK:2300283-DETL-C501

MULTICORELINK:2300283-ESCP-C600

MULTICORELINK:2300283-ESCP-C600

MULTICORELINK:2300283-ESCP-C600

MULTICORELINK:2300283-ESCP-C600

MULTICORELINK:2300283-ESCP-DETL-C610

MULTICORELINK:2300283-ESCP-DETL-C610

MULTICORELINK:2300283-ESCP-DETL-C610

MULTICORELINK:2300283-ESCP-DETL-C610

ADMIN BUILDING REMODEL

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C101

EXISTING CONDITIONS

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

COMPASS LAND SURVEYORSMAY 2024

NOT TO SCALE

NOT TO SCALE

NTS

SURVEYED AREA OUTSIDE

OF PROJECT LIMITS

REMOVE OR ABANDON UTILITY LINE IN

PLACE

SAWCUT LINE

DEMOLITION/WORK LIMITS (SHOWN OFFSET

FOR CLARITY)

REMOVE TREE

EXISTING GRADE CONTOUR

1. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS

REQUIRED IN THE SPECIFICATIONS.

2. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE

CONTRACTOR.

3. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE

PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED

BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.

4. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE

ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING

DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED

SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS.

5. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER

FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM

DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT AND OTHER HAZARDS.

6. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY.

7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING

THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF

DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE

CONSTRUCTION ZONE MUST BE KEPT CLEAN.

8. REFER TO ARCHITECTURAL PLANS FOR ALL DEMOLITION WITHIN THE

EXISTING BUILDING.

20 SAWCUT LINE

21 REMOVE CONCRETE CURB.

22 REMOVE CONCRETE SIDEWALK

23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE.

24 REMOVE SHRUBS

25 REMOVE FENCE

26 REMOVE TELECOMMUNICATION LINE. CONTRACTOR TO COORDINATE

WORK WITH SERVICE PROVIDER

27 REMOVE REINFORCED CONCRETE PAVEMENT

28 REMOVE UTILITY BOX

29 REMOVE STORM DOWNSPOUT

PROPERTY LINE

40 PROTECT CURB

41 PROTECT UNDERGROUND UTILITIES

42 PROTECT TREE

43 PROTECT ABOVE GROUND UTILITIES

44 PROTECT FENCE

X DEMOLITION KEY NOTES

X PROTECTION KEY NOTES

SHEET NOTES

SHEET LEGEND

ADMIN BUILDING REMODEL

10/1/2025

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C200

DEMOLITION PLAN

SCALE

1 INCH = 10 FEET

10 200

2025.10.07

16:19:08 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

X

38.75 TC

38.25 TP 38.85 TC

38.35 TP

39.22 TC

38.72 TP

39.35 TC

38.85 TP 39.21 TC

38.71 TP

39.17 TC

38.67 TP

38.95 TC

38.45 TP

39.29 TW/TP

39.36 TW/TP

38.76 TC/TP 38.78 TC/TP (39.1±)

(38.7±)

(38.6±)

39.50 FF

39.41 FF

39.53 FF

39.39 TP

39.38 TP

(38.1±) (38.2±)

(37)

(38)

(3 9)

(3 8)

(3 8)

(3 8)

(39

(39)

(39)

(3

7) (3

8) (3 9)

(38.6±)

39.30 TP

38.84 TP

38.86 TP

39.37 TP

38.44 TC

37.94 TP

39.44 TC

38.94 FG

(3 8)

(38.6±)

38.14 BW

39.37 TP

38.70 FG

(38.5±)

(38.4±)

38.07 BW

(37.6±)

(37.9±)

(38.0±)

7.2%

1.5% 7.3%

1.5%

1.0%

1.5% 0.7%

1.5%

4.5%

0.3%

1.2%

1.5%

3.8%

38.31 TC/TP

38.93 TP38.38 TP

39.02 TP

3.4%

7.2%1.5%

7.2%

38.12 BW

39.29 TW/TP

4.3%

(37.6±)

(37.8±) (37.8±)

(37.7±)

1 1

(38.2±)

(37.9±)

(37.9±)

38.32 TC

37.82 TP

39.29 TS

38.04 BS

39.36 TP

39.50 TP

39.42 TP

39.30 TP

1.5%0.8%

(39.4±) DOOR

(39.2±) (39.0±)

GB

10.5'

15.2'

(38.8±)

(38.4±)

(38.5±)

39.30 TC

38.80 TP (38.9±)

38.29 TC/TP

38.37 TP

38.83 TP

2.6%

1.5%

38.76 TC

38.26 TP

38.74 TC

38.24 TP

38.85 FF

(38.5±)

(38.6±)

(39.0±)

1.1%

18.6%

25.0%

25.0%

4.0'

4.5'

39.50 FF

0.8%

GB

(37.8±)

(38.1±)

5.5'

5.5'

8.0'

6.8'

8.0'

7.0'

26.7'

0.5%

5.6'

10.1'

5.6'

5.5'

10.5'

5.0' 6.5'

7.0'

(38.3±)

(38.6±)(38.6±) 11.0'

11.7' (38.5±)

(38.5±)

(38.4±)

(38.6±)

6.5' 4.0' 7.5'

2.8% 0.8%

1.8%

1.9%

GB

38.80 TC

38.30 TP

38.77 TC

38.27 TP

GB

GB

G B

GB

39.42 TC

38.92 TP

4.0% 0.8%

GB

G B

39.19 TC

38.69 TP

39.24 TP

GB

11 11

1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.

2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 3/C500.

3. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

4. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

5. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

6. CONTRACTOR TO VERIFY FINISH FLOOR ELEVATIONS BASED ON

EXISTING BUILDING AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

CONCRETE SIDEWALK

PROPERTY LINE

# DESCRIPTION DETAIL

REF.

1 SAWCUT LINE

2 STANDARD CONCRETE CURB 1/C500

3 CONCRETE SIDEWALK 2/C500

4 ADA RAMP WITH DETECTABLE WARNING PANEL 4&5/C500

5 ASPHALT PAVEMENT 3/C501

6 THICKENED CURB WALL EDGE 6/C501

7 STAIRS WITH HANDRAIL. THREE RISERS @ 5" = 1.25' 1/C501

8 BOLLARD CYCLOOP 2172-E 2/C501

9 4" Ø STEEL BOLLARD 4/C501

10 CHAINLINK FENCE. SEE ARCHITECTURAL PLANS FOR

DETAILS

PROVIDE THICKENED CONCRETE EDGE AT SIDEWALK

AND PATIO WITH 6" COVER TO MAINTAIN EXISTING

LANDSCAPE GRADE

5/C501

X KEY NOTES

SHEET NOTES

SHEET LEGEND

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

GRADE BREAK

(49)

(50)

SAWCUT LINE

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

FF FINISHED FLOOR

FG FINISHED GRADE

TC TOP OF CURB

TP TOP OF PAVEMENT

TS TOP OF STAIR

TW TOP WALL

XX.XX XX

CALLOUT DESCRIPTION

(XXX.X±) EXISTING GRADE

(MATCH WHERE APPLICABLE)

GRADING SLOPE AND DIRECTION (DOWNHILL)X.X%

SLOPE ORIENTATION INDICATING DIRECTION OF

MAXIMUM GRADE (DOWNHILL)

[X.X%]

GRADING LABEL LEGEND

LIMITS OF DISTURBANCE (SHOWN OFFSET

FOR CLARITY)

ASPHALT PAVEMENT

ADMIN BUILDING REMODEL

10/1/2025

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C300

SITE PAVING AND

GRADING PLAN

SCALE

1 INCH = 10 FEET

10 200

2025.10.07

16:19:29 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

X

E

E

E

E

E

E

E

S

T T

T T

T T

T T

T T

T

T T

T T

T T

T T

T

T

T

T

E

E E

E

(38)

(3 9)

(3 8)

(3 8)

(3 8)

(39)

(39)

(39)

(3

7) (3

8) (3 9)

(3 8)

E

EXISTING 24" SANITARY

SEWER MAIN

EXISTING

TELECOMMUNICATION LINE

EXISTING 1"

SERVICE AIR

SD DS-01

IE 6" OUT=36.92 (W)

SD DS-02

IE 6" OUT=36.90 (S)

SD DS-03

IE 6" OUT=36.78 (SW)

S STUB-01

IE 6" OUT=34.91 (W)

S CO-01

IE 6" IN=32.30 (E)

IE 6" OUT=32.30 (S)

S CONN-01

IE 6" IN=31.53 (N)

SD CONN-01

IE 8" IN=34.22 (E)

SD CO-01

RIM=38.23

IE 6" IN=34.94 (E)

IE 6" IN=34.94 (N)

IE 8" OUT=34.78 (W)

SD WYE-01

IE 6" IN=35.09 (N)

S

1 LF - 6"SD

S=1.00%

SD HB-01 (45°)

IE 6" IN=36.91 (E)

IE 6" OUT=36.91 (S)

SD HB-02 (45°)

IE 6" IN=36.65 (NE)

IE 6" OUT=36.65 (W)

6 L

F - 6"

SD

S=

2.0 0%

89 LF - 6"SD

S=1.91%

5 LF - 6"SD

S=39.51%

44 LF - 6"SD

S=1.34%

L

F

- 6

"S

S= 5.

5 LF - 6"S

S=47.45%

2 LF - 2"W

W STUB-01

W GV-01

W

6DS

DS

DS

EXISTING 4"

WATER

T

28 LF - 8"SD

S=2.00%

3 LF - 6"SD

S=43.16%

SD VB-01 (22.5°)

IE 6" IN=36.33 (N)

IE 6" OUT=36.33 (S)

G

F

STRUCTURE TYPE

STRUCTURE LABEL

XX XX-XX

X+XX.X RT X.X'

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER

DETAIL 6/C500.

2. STATIONS AND OFFSETS SHOWN ON STRUCTURES ARE SHOWN AT

CENTER OF STRUCTURE.

3. EXACT LOCATION OF EXISTING IRRIGATION SYSTEM IS UNKNOWN.

CONTRACTOR TO USE CARE WHILE EXCAVATING TO PROTECT

EXISTING STRUCTURES. CONTRACTOR WILL REPAIR ANY DAMAGE TO

IRRIGATION SYSTEM.

PIPE LABEL

XXLF - XX" XX

UTILITY SIZE

UTILITY LENGTH

UTILITY TYPE

S=X.XX%

SLOPE (WHERE APPLICABLE)

X UTILITY KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

1 INSTALL TWO (2) 2"Ø PVC CONDUIT. STUB UP AT PARKING

STALLS FOR FUTURE EV CHARGER INSTALLATION

2 CONNECT TO EXISTING SANITARY SEWER SYSTEM.

CONTRACTOR TO FIELD VERIFY SIZE, LOCATION AND

DEPTH OF EXISTING UTILITY AT POINT OF CONNECTION

PRIOR TO CONSTRUCTION

3 CONNECT TO EXISTING 8" PVC STORM PIPE. CONTRACTOR

TO FIELD VERIFY SIZE, LOCATION AND DEPTH OF EXISTING

UTILITY AT POINT OF CONNECTION PRIOR TO

CONSTRUCTION

4 2"Ø SCHEDULE 40 PVC CONDUIT. SEE

TELECOMMUNICATIONS PLAN FOR DETAILS

5 NEW ROOF DRAINAGE TO CONNECT TO EXISTING STORM

PIPING. CONTRACTOR TO FIELD LOCATE EXISTING UTILITY

AND VERIFY SIZE AND DEPTH AT POINT OF CONNECTION

PRIOR TO CONSTRUCTION

6 CONNECT TO EXISTING 4" WATER LINE WITH 4"x2"

REDUCER AND 2" GATE VALVE IN NEW YARD BOX 7/C501

7 NEW HANDHOLE. SEE TELECOMMUNICATIONS PLAN FOR

DETAILS

8 CONNECT TO EXISTING EMPTY 3" CONDUIT WITH NEW WYE.

SEE TELECOMMUNICATIONS PLAN FOR DETAILS

9 ROUTE NEW CONDUITS FOR GATE POWER AND CONTROL

IN EXISTING SLEEVE UNDER DRIVEWAY. SEE

TELECOMMUNICATIONS PLAN FOR DETAILS

10 SCHEDULE 40 PVC CONDUIT. SEE TELECOMMUNICATIONS

PLAN FOR SIZE AND OTHER DETAILS

E ELECTRICAL CONNECTION TO BUILDING. EXISTING

ELECTRICAL TO BE STUBBED INTO NEW EXTERIOR WALL,

SEE ELECTRICAL PLANS FOR DETAILS

F CONNECT TO PORTABLE FIBER ENCLOSURE. SEE

TELECOMMUNICATIONS PLAN FOR DETAILS

G CONNECT TO EXISTING GATE OPERATOR. SEE

TELECOMMUNICATIONS PLAN FOR DETAILS

DS DOWNSPOUT CONNECTION. SEE ARCHITECTURAL PLANS

FOR CONTINUATION

S SANITARY SEWER CONNECTION TO BUILDING. SEE

PLUMBING PLANS FOR CONTINUATION

T TELECOMMUNICATION CONNECTION TO BUILDING. SEE

TELECOMMUNICATIONS PLAN FOR DETAILS

W WATER CONNECTION TO BUILDING. SEE PLUMBING PLANS

FOR CONTINUATION

!! UTILITY CROSSING. PROVIDE 12" MIN CLEARANCE, U.N.O.

POTHOLE AND NOTIFY ARCHITECT OF ANY CONFLICTS

PRIOR TO CONSTRUCTION

CALLOUT DESCRIPTION DETAIL REF.

CO CLEANOUT TO GRADE 8/C500

DS DOWNSPOUT CONNECTION 7/C500

GV GATE VALVE 7/C501

SHEET NOTES

UTILITY LABEL LEGEND

SD STRUCTURE TABLE

STRUCTURE ID

CO-01

CONN-01

DS-01

DS-02

DS-03

HB-01 (45°)

HB-02 (45°)

VB-01 (22.5°)

WYE-01

NORTHING

142487.09

142482.08

142533.29

142493.03

142508.42

142533.15

142503.10

142490.25

142488.54

EASTING

355665.27

355637.75

355657.61

355672.38

355756.81

355656.88

355753.14

355664.69

355673.20

W STRUCTURE TABLE

STRUCTURE ID

GV-01

STUB-01

NORTHING

142498.50

142500.78

EASTING

355706.96

355706.54

S STRUCTURE TABLE

STRUCTURE ID

CO-01

CONN-01

STUB-01

NORTHING

142510.17

142495.06

142511.16

EASTING

355656.25

355659.02

355661.66

ADMIN BUILDING REMODEL

10/1/2025

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C400

STORM AND UTILITY PLAN

SCALE

1 INCH = 10 FEET

10 200

2025.10.07

16:19:00 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

SCALE: NTS1 CONCRETE CURB - STANDARD

R=38"

R=34" BACKFILL TO

TOP OF CURB

PAVEMENT

3" OF BASE COURSE

E

6"

6:1 BATTER

NOTES:

1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED.

2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION

JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.

3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR

AS DIRECTED.

4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE

ENGINEER.

5. WHERE CONCRETE SIDEWALK IS USED. INSTALL KEYWAY INTO CURB AS SHOWN.

3"

NOTE 5

NOTES:

1. CONSTRUCT JOINTS PER SIDEWALK JOINTS DETAIL ON THIS SHEET.

SEE PLAN

CONCRETE SIDEWALK

4" MIN. THICKNESS

3" BASE COURSE

SCALE: NTS2 TYP. CONCRETE SIDEWALK

1.5%

EXPANSION / ISOLATION JOINT

38"

SCALE: NTS3 TYP. SIDEWALK JOINTS

JOINT SEALER

D

SCORE JOINT CONTRACTION JOINT

D/3

1/8" TO 1/4"

D

DRAINAGE

STRUCTURE,

MANHOLE,

FOOTING OR

SIDEWALK/

DRIVEWAY

TOOLED OR

SAWCUT JOINT

JOINT INTERVALS TABLE

TYPE SPACING OR AT...

SCORE 5' TYP. LOCATIONS SHOWN ON

PLANS

CONTRACTION 15' MAX. END OF RAMPS AND

DRIVEWAYS

EXPANSION/

ISOLATION 200' *

POINTS OF TANGENCY

AND AT ENDS OF EACH

DRIVEWAY OR OTHER

FIXED OBJECTS

* MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX.

NOTES:

1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS.

2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS.

3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS.

38" FIBER EXPANSION

BOARD WITH BACKER ROD

1/8" TO 1/4"

TOOLED OR

SAWCUT JOINT

R=14"

(TYP.)

14" R

(TYP.)

CONCRETE

SIDEWALK

LANDSCAPE AREA

SCALE: NTS4 CURB RAMP

6" CURB

EXP.

6" CURB

EXP.

4' MIN. (UNO)

0" CURB EXP.

6' MIN. (UNO)

CURB EXP. VARIES

6" CURB

EXP.

6' MIN. (UNO)

CURB EXP. VARIES

CURB AT BACK OF RAMP TO

RETAIN GROUND WHERE

SHOWN ON PLANS

4' M

IN

(U

NO

2'

TOP OF CURB FLUSH

WITH TOP OF SIDEWALK

A

TOP OF CURB FLUSH

WITH TOP OF

SIDEWALK

CURB AT BACK OF RAMP

WHERE SHOWN ON PLANS

PLAN

SECTION A

SECTION B

PAVEMENT

SLOPE

SEE NOTE 2

COMPACTED

SUBGRADE

3" BASE COURSE

LANDING SPACE

3" BASE COURSE

B

4" CONCRETE SIDEWALK

6"

6"

6:1 BATTER

R=3

4"

8"

0.2"

0.9-1.4"

NOTES:

1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE FULL

WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB

LINE OR OTHER POTENTIAL HAZARD.

2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

3. MANUFACTURER OF DETECTABLE WARNING:

ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS

PH: (818) 982-3600 - ARMORCASTPROD.COM

COLOR: SAFETY YELLOW

OR APPROVED EQUAL

1.

6"

-2 .4

SECTION 'A'

SCALE: NTS5 DETECTABLE WARNING

0.65"

MIN.

1.6"-2.4" TOP DIAMETER OF 50% -

65% OF THE BASE

DIAMETER

A

1 2"

R=116"

CONCRETE ANCHOR

ASSEMBLY (X)

4" M

IN

(6 " I

N

RO

CK

D/2

12"

UNPAVED

AREAS

PAVED

AREAS

6"

6"

MIN.

6"

MIN.

" M

IN

(IF

IE

IS

N

O T

PR

O

VI

DE

D)

D

12"

SA

TI

SF

AC

TO

RY

SO

IL

M

AT

ER

IA

L

IE

D

EP

TH

P

ER

P

LA

N

FI

NA

L

TR

EN

CH

BA

CK

FI

LL

(V

AR

Y)

IN

IT

IA

L

TR

EN

CH

BA

CK

FI

LL

BE

DD

IN

G

DETECTABLE

WARNING TAPE

RESURFACING MATCH

EXISTING PAVEMENT

SECTION

SAWCUT

LINE

EXISTING AC

PAVEMENT

SCALE: NTS6 TYPICAL PIPE BEDDING AND BACKFILL

6"

TRACER WIRE

CL

HARD SURFACE LANDSCAPE AREA

RISER O.D.

+ 12" MIN.

1" MAX.

6" M

IN

4" MIN.

2" MIN.

NOTES:

1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT.

2. FOR CARRIER PIPE SIZE 6"Ø AND LESS, PROVIDE RISER PIPE SIZE TO MATCH CARRIER PIPE.

3. FOR CARRIER PIPE SIZE 8"Ø AND LARGER, RISER PIPE SHALL BE 6"Ø.

4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL.

SCALE: NTS8 STANDARD CLEANOUT

MECHANICAL PLUG

WITH GASKET

CAST IRON FRAME

SET IN CONCRETE

#4 HOOP CENTERED IN

3000 PSI CONCRETE

PAD.

PROVIDE 14" MIN.

CLEARANCE FOR

CONCRETE PAD AND

RISER PIPE

RISER PIPE

45° BEND

INSTALL PLUG WITH

GASKET IF END OF LINE

SERVICE CONNECTION

IF REQUIRED

BEDDING MATERIAL

CAST IRON FRAME AND

COVER TO FINISHED GRADE IN

PAVED AREAS

AC PVM'T OR CONC. PAVING OR

OTHER SURFACING

CARRIER

PIPE

WYE BRANCH

TRENCH BACKFILL

NOTES:

1. SEE PLAN FOR PROJECT SPECIFIC DIMENSIONS.

2. MAXIMUM GRADE BREAK FROM RAMP TO

PAVEMENT SHALL BE 11%. MAXIMUM

COUNTERSLOPE OF ADJOINING GUTTERS AND

ROAD SURFACES IMMEDIATELY ADJACENT TO

THE CURB RAMP SHALL NOT BE STEEPER THAN

5.0%.

3. WHERE THE LANDING SPACE IS CONSTRAINED

AT THE BACK OF WALK, THE MIN. LEVEL AREA

SHALL BE 4.0' X 5.0'. THE 5.0' DIMENSION SHALL

BE PROVIDED IN THE DIRECTION OF THE RAMP

RUN.

4. GRADE BREAKS AT THE TOP AND BOTTOM OF

CURB RAMP RUNS SHALL BE PERPENDICULAR

TO THE DIRECTION OF THE RAMP RUN.

RAMP SLOPE: 7.5% MAX. SLOPE

(8.3% MAX. FINISHED SURFACE)

CROSS SLOPE: 1.5% MAX. SLOPE

(2.0% MAX. FINISHED SURFACE)

RAMP WING: 9.5% MAX. SLOPE

(10.0% MAX. FINISHED SURFACE)

LEGEND

SIDEWALK: 4.5% MAX. RUNNING SLOPE

(5.0% MAX. FINISHED SURFACE),1.5% MAX.

CROSS SLOPE (2.0% MAX. FINISHED SURFACE)

DETECTABLE WARNING SURFACE, SEE 5/C500

LANDSCAPING

LANDING SPACE: MIN. LEVEL AREA 4.0' X 4.0', A

2.0% MAX. FINISHED SURFACE IN ANY

DIRECTION IS CONSIDERED LEVEL, SEE NOTE 3

TO STORM SYSTEM

TOP OF CONC. WALKWAY

OR GRADE

CLEANOUT, LOCATE WITHIN 24" OF DOWNSPOUT

OR WHERE SHOWN ON PLAN

4" TYP.

DOWNSPOUT, BY OTHERS

C500

BUILDING

SCALE: NTS7 STANDARD DOWNSPOUT

ADMIN BUILDING REMODEL

10/1/2025

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C500

DETAILS

2025.10.07

16:19:26 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG

12"

12"

4" MIN.

3"

MIN.

12"

MIN.

12"

12"

MIN.

RISE

7" MAX.

5" MIN.

GRIND OFF ALL

WELDS (A.E.S.S.)

TYP.3/16"

NOTE:

1. STEEL PIPE SHALL CONFORM TO ASTM A501.

112" NOM. DIA. STD. PIPE

VERT. @ 4' O.C.

(GALVANIZED)

#4 @ 16" O.C. EA.

WAY

#4 NOSING

BAR

SEE LANDING DETAIL WHERE

REQUIRED

FILL HOLE WITH NON- SHRINK

GROUT TYP.

4000 PSI

CONCRETE

6" OF BASE

MATERIAL

6" EMBEDMENT DEPTH OF

HANDRAIL IN CONCRETE

34" RAD. TYP.

SCALE: NTS1 STAIR AND HANDRAIL

SCALE: NTS2 BOLLARD CYCLOOP

COMPACTED

SUBGRADE

12" OF BASE

COURSE

AC SURFACE COURSE:

2" OF 1/2" DENSE GRADED,

LEVEL 3 HMAC

SCALE: NTS3 ASPHALT PAVEMENT SECTION

AC BASE COURSE:

2" OF 1/2" DENSE GRADED,

LEVEL 3 HMAC

SECTION

6"

18"Ø MIN

M

IN

3300 PSI

CONCRETE

STD. 4" DIA. SCHED. 40

GALVANIZED STEEL (PAINTED

YELLOW) FILLED WITH

CONCRETE

SMOOTH GROUT RADIUS

TOP

FINISHED GRADE

SCALE: NTS4 PIPE BOLLARD (4" DIA)

M

IN

3" WIDE BAND OF WHITE

REFLECTIVE TAPE

3"

SCALE: NTS6 THICKENED CURB WALL EDGE

R=34"

PAVEMENT

18"

1.25' MAX

EXPOSURE

8"

#4 @ 16" O.C. EA. WAY

6" OF BASE COURSE

3" MIN.,

TYP.

FINISH GRADE

SECTION

4"

MIN.

6" MIN.

DRAIN

ROCK

M

IN

NOTES:

1. TYPICAL PIPE CONFIGURATION SHOWN, SEE PLAN FOR ACTUAL CONFIGURATION.

2. VAULT SHALL BE HDPE WITH POLYMER CONCRETE COVER BY OLDCASTLE, OR APPROVED EQUAL.

SIZE TO BE DETERMINED BY CONTRACTOR TO ACHIEVE MIN. CLEARANCES SHOWN.

3. INSTALL VALVE 3" MIN. CLR FROM VAULT WALL.

NOTE 3

PLAN (INSIDE VAULT)

GATE VALVE

(SEE DETAIL 5/C501)

FLOW

SCALE: NTS7 WATER JUNCTION VALVE BOX

#4 CONTINUOUS (TYP.)

CONCRETE SIDEWALK

SEE DETAIL 2/C500

3" BASE COURSE

SEE DETAIL 2/C500

5 THICKENED SIDEWALK EDGE

DOWNSLOPE

(3:1 MAX)

8"

(MIN.)

6"

MAX.

THICKENED EDGE AT

LANDSCAPE AREAS

ADMIN BUILDING REMODEL

10/1/2025

1" = 10'

WES KELLOGG CREEK WRRF

11525 SE MCLOUGHLIN BLVD

MILWAUKIE, OR 97222

PERMIT 10/1/2025

935 SE Alder Street : Por tland Oregon 9721 4 tel 503 239 1987

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

C501

DETAILS

2025.10.07

16:19:31 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

file:///L:/DETAILS/paving/201-A.DWG

X

(37)

(38)

(3 9)

(3 8)

(3 8)

(3 8)

(39

(39)

(39)

(3

7) (3

8) (3 9)

(3 8)

C610

INLET PROTECTION

PROP. CONTOUR MINOR

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

DRAINAGE FLOW DIRECTION

SEDIMENT CONTROL FENCE.

PLACE AT PROPERTY LINES, UNO

(SHOWN OFFSET FOR CLARITY).

PROPERTY LINE

EXTENT OF WORK

PROP.