KCHA-CCD / 5005-B.1 / 03-21-17

This Addendum is used to Identify Items in the Original Documents with Action as Follows:

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CHANGE: 1. Contract Bid Documents 

 Sheet A00.01 Sheet A00.02 Sheet SK‐1 Sheet P2.00  

   

PROJECT NAME: Southridge Waterlines

CONTACT / TITLE: Lisa Hawkins PROJECT MANAGER

PHONE / EMAIL: 206 574 1167 lisaha@kcha.org

ADDENDUM: #3 TODAY’S DATE: 8/22/09

CAPITAL CONSTRUCTION DEPARTMENT 700 ANDOVER PARK WEST - SUITE C * SEATTLE, WA 98188

RICE FERGUS MILLER275 5TH ST, SUITE 100BREMERTON, WA 98337

ARCHITECT

GREGORY BELDING, ARCHITECT OFRECORD(360) 362-1429GBELDING@RFMARCH.COM

KING COUNTY HOUSING AUTHORITY700 ANDOVER PARK WEST, SUITE CSEATTLE, WA 98188

OWNER

LISA HAWKINS(206) 574-1167 LISAHA@KCHA.ORG

LORIE LIMSON COOK, PROJECT MANAGER(360) 850-4567LLIMSONCOOK@RFMARCH.COM

BCE ENGINEERS, INC.6021 12TH STREET EAST, SUITE 200FIFE, WA 98424

MECHANICAL/ELECTRICAL/PLUMBING

SCOTT ZIMBELMAN, PROJECT MANAGER(253) 922-0446SCOTT.ZIMBELMAN@BCEENGINEERS.COM

FRANCIS MASOTTO,MECHANICAL/PLUMBING(253) 922-0446FRANCIS.MASOTTO@BCEENGINEERS.COM

TBD

CONTRACTOR

PARCEL NUMBER

PROJECT TYPE

CONSTRUCTION TYPE

PROJECT SCOPE

082104-9231

PLUMBING SYSTEMS RENOVATION

TYPE IB

PROVIDING CURED IN PLACE PIPE LINERTO EXISTING PLUMBING WASTE PIPINGSYSTEMS, AND ASSOCIATEDARCHITECTURAL PATCHING AND REPAIR.

64'-0" 181'-4" 54'-7" +/-

EXISTING 80-UNIT

SENIOR HOUSING

BUILDING

EXISTING

COMMUNITY

BUILDING

EXISTINGPATIO

14

TH

AV

EN

UE

SO

UT

H

PROPERTY LINE = 299.98'

PROPERTY LINE = 299.98'

PR

OP

ER

TY

LIN

E =

150

.00'

PR

OP

ER

TY

LIN

E =

150

.00'

EXISTING SIDEWALKS, LANDSCAPING, AND PARKING LOT(NO CHANGE)

VIF EXISTING CLEANOUT LOCATION PRIOR TO INSTALLING NEW PIPE LINER IN EXISTING WASTE PIPING.

VIF EXISTING CLEANOUT LOCATIONS. REMOVE LANDSCAPE AS NEEDED TO INSTALL NEW PIPE LINER IN EXISTING WASTE PIPING.

REPAIR LANDSCAPE AS NEEDED TO MATCH EXISTING ADJACENT LANDSCAPE CONDITIONS.

VIF EXISTING CLEANOUT

VIF EXISTING CLEANOUT

VIF EXISTING CLEANOUT

2A01

64'-0" 181'-4" 54'-7" +/-

23'-4

"51

'-8"

25'-0

"44

'-0"

6'-0

"

N

PROJECT SITE

14T

H A

VE

S

S 308TH ST

S 312TH ST

EASTER LAKE

F

56

G

3'-0"

EX

IST

ING

PA

VE

ME

NT

WID

TH

EXISTING EXIT DOOR. MAINTAIN CLEAR, UNOBSTRUCTED ROUTE OF TEMPORARY EGRESS INDICATED ON SITE PLAN.

SAW CUT SLAB TO INSTALL NEW PIPE LINER IN EXISTING WASTE PIPING. PATCH AND REPAIR SLAB TO MATCH EXISTING ADJACENT SLAB FINISH.

EGRESS STAIR

CORRIDOR3

A00.01

LANDSCAPED AREA (PERVIOUS)

PAVED AREA (IMPERVIOUS)

BUILDING FOOTPRINT (IMPERVIOUS)

EXISTING SLAB TO BE CUT AND PATCHED

ROUTE OF TEMPORARY EGRESS

NEW 4" THICK CONCRETE SLAB ON GRADE

6X6 WWF

#4 REBAR; DRILL AND EPOXY INTO EXISTING CONCRETE SLAB AT 12" OC

EXISTING CONCRETE SLAB ON GRADE

SAND

6" 6"

GRANULAR FILL

275 FIFTH STREET, SUITE 100BREMERTON, WA 98337360-377-8773RFMARCH.COM

PROJECT #

ISSUE DATE

SHEET #

2017036.13

CONSTRUCTION

DOCUMENTS4/26/2019

A00.01

COVER SHEET

SO

UT

HR

IDG

E H

OU

SE

3083

8 14

TH

AV

EN

UE

SO

UT

HF

ED

ER

AL

WA

Y, W

AS

HIN

GT

ON

980

03

KIN

G C

OU

NT

Y H

OU

SIN

G A

UT

HO

RIT

Y

CONSTRUCTION DOCUMENTS

KING COUNTY HOUSING AUTHORITYSOUTHRIDGE HOUSE

PROJECT TEAMPROJECT INFORMATION

N

1" = 20'-0"1

SITE PLAN

DRAWING INDEXSHEET # SHEET NAME

ARCHITECTURAL

A00.01 COVER SHEET

A00.02 GENERAL INFORMATION

A02.01 ASSEMBLY SCHEDULES

D21.01 LEVEL 1 - DEMO FLOOR PLAN

D21.02 LEVEL 2-6 - TYPICAL DEMO FLOOR PLAN

A21.01 LEVEL 1 - FLOOR PLANS

A21.02 LEVEL 2-6 - TYPICAL FLOOR PLANS

PLUMBING

P0.01 GENERAL MECHANICAL INFORMATOIN

P2.00 FOUNDATION LEVEL PLUMBING PLAN

P2.01 LEVEL 1 - PLUMBING PLAN

P2.02 LEVEL 2-6 - TYPICAL PLUMBING PLAN

P7.01 PLUMBING RISER

NUMBER OF SHEETS: 12

VICINITY MAP

N

1/8" = 1'-0"2

ENLARGED SITE PLAN

NOTES & LEGEND - SITE PLAN

1" = 1'-0"3

NEW INFILL SLAB ON GRADE

REVISION SCHEDULE

A00.01 COVER SHEETA00.02 GENERAL INFORMATIONSK-1 ENLARGED SITE PLANP2.0 FOUNDATION LEVEL PLUMBING

MODIFY EXISTINGCLEANOUT. INSTALL NEWDOUBLE SWEEPCLEANOUT IN THISLOCATION.

REPLACE EXISTINGCLEAN OUT PLUG WITHNEW PLUG AND CAP.

ADDENDA #3 8/22/192

CONSTRUCTION

LINE STYLES

EXISTING ELEMENT TO REMAIN

DEMOLISHED ELEMENT

NEW CONSTRUCTION ELEMENT

BATT INSULATION

CENTERLINE

CLEARANCES

HIDDEN ELEMENT

OPENING BEYOND

OVERHEAD ELEMENT

PROPERTY LINE

HATCH PATTERNS

EARTH BELOW GRADE

EIFS

GWB

CONCRETE

METAL - STEEL

RIGID INSULATION

METAL - ALUMINUM

WOOD

MASONRY, BRICK (PLAN VIEW)

MASONRY, CMU (PLAN VIEW)

275 FIFTH STREET, SUITE 100BREMERTON, WA 98337360-377-8773RFMARCH.COM

PROJECT #

ISSUE DATE

SHEET #

2017036.13

CONSTRUCTION

DOCUMENTS4/26/2019

A00.02

GENERAL

INFORMATION

SO

UT

HR

IDG

E H

OU

SE

3083

8 14

TH

AV

EN

UE

SO

UT

HF

ED

ER

AL

WA

Y, W

AS

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ON

980

03

KIN

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OU

NT

Y H

OU

SIN

G A

UT

HO

RIT

Y

-- A --

A AMPA/V AUDIO VISUALAB ANCHOR BOLTACC ACCESSORIESACST ACOUSTIC(AL)ACT ACOUSTIC CEILING TILEADJ ADJACENT,

ADJUST(ABLE)AFF ABOVE FLOOR FINISHALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATELYARCH ARCHITECT(URAL)AUTO AUTOMATIC

-- B --

BATH BATHROOMBD BOARDBED BEDROOMBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBTWN BETWEENBUR BUILT UP ROOF(ING)

-- C --

CAB CABINETCALC CALCULATIONCB CATCH BASIN,

CORNER BEADCEM CEMENTCFOI CONTRACTOR FURNISHED & OWNER INSTALLEDCG CORNER GUARDCH COAT HOOKCIP CAST IN PLACECJ CONTROL JOINT,

CONSTRUCTION JOINTCL CENTERLINECLG CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONF CONFERENCECONN CONNECT(ION)CONSTR CONSTRUCTIONCONT CONTINUE,

CONTINUOUSCONTR CONTRACTORCOORD COORDINATECORR CORRIDORCP CEMENT PLASTERCPT CARPETCRL CHAIR RAILCS CONCRETE SEALERCSMT CASEMENTCTR CENTER

-- D --

D DEEP,DRYER

DBL DOUBLEDEB DRY ERASE BOARDDEMO DEMOLISH(ED),

DEMOLITIONDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPOSALDL DEAD LOADDN DOWNDP DECORATIVE PANELDR DOOR,

DINING ROOM,DRAIN

DS DOWNSPOUTDW DISHWASHERDWG DRAWINGDWR DRAWER

-- E --

E EASTEA EACHEC EDGE OF CURBEE EACH ENDEIFS EXTERIOR INSULATION & FINISH SYSTEMEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSE(D),

ENCLOSUREEP ELECTRICAL PANELBOARDEQ EQUALEQUIP EQUIPMENTEST ESTIMATE(D)EW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXH EXHAUSTEXIST EXISTINGEXP EXPOSED,

EXPANSIONEXT EXTERIOR

-- F --

FA FIRE ALARMFAAP FIRE ALARM ANNUNCIATOR PANELFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDTN FOUNDATIONFDV FIRE DEPARTMENT VALVEFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH,

FINISH FACEFH FIRE HYDRANTFHC FIRE HOSE CABINETFHR FIRE HOSE RACK,

FIRE HOSE REELFILM SPECIALTY FILMFIN FINISH(ED)FIXT FIXTUREFLASH FLASHINGFLR FLOORFLUOR FLUORESCENTFMF FLEXIBLE MEMBRANE FLASHING

-- F CONTINUED --

FOB FACE OF BRICKFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFPL FIREPLACEFRP FIBER REINFORCED PLASTICFRTW FIRE RETARDANT TREATED WOODFRZ FREEZERFS FULL SIZEFT FOOT,

FEETFTG FOOTINGFURN FURNITURE

-- G --

G GROUNDGA GAUGEGALV GALVANIZEDGAR GARAGEGB GRAB BARGC GENERAL CONTRACTORGEN GENERALGFRG GLASS REINFORCED PLASTER,

GLASS FIBER REINFORCED GYPSUMGI GALVANIZED IRONGL GLASS,

GLAZINGGLULAM GLUE LAMINATEDGR GROSSGT GROUTGWB GYPSUM WALL BOARD

-- H --

H HIGH,HEIGHT

HB HOSE BIBHC HOLLOW COREHDR HEADERHDW HARDWAREHGR HANGERHM HOLLOW METALHRL HANDRAILHORIZ HORIZONTALHR HOURSHT HEIGHTHVAC HEATING, VENTILATION & AIR CONDITIONINGHWT HOT WATER TANK

-- I --

IIC IMPACT INSULATION CLASSIN INCH(ES)INC INCREASEINCL INCLUDE(D),

INCLUDINGINFO INFORMATIONINSTL INSTALL(ATION)INSUL INSULATIONINT INTERIOR

-- J --

JAN JANITORJBOX JUNCTION BOXJT JOINT

-- K --

KD KILN DRIEDKIT KITCHENKW KILOWATT

-- L --

L LEFT,LINEN,LONG

LAB LABORATORYLAM LAMINATE(D)LAU LAUNDRYLAV LAVATORYLB(S) POUND(S)LDG LANDINGLINO LINOLEUMLL LIVE LOADLOC LOCATIONLPT LOW POINTLR LIVING ROOMLRG LARGELT LIGHTLTG LIGHTINGLVR LOUVER

-- M --

M/S MIRROR & SHELFMACH MACHINEMAINT MAINTENANCEMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMBR MASTER BEDROOMMC MEDICINE CABINETMDO MEDIUM DENSITY OVERLAYMECH MECHANIC(AL)MED MEDIUMMEDS MEDICINE,

MEDICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMFRREC MANUFACTURER'S RECOMMENDATION(S)MGR MANAGERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENING,

MONITORMTD MOUNTEDMTL METALMULL MULLIONMULT MULTIPLEMW MICROWAVE OVEN

-- N --

N NORTHNA NOT APPLICABLENC NOISE CRITERIA,

NURSE CALLNCAP NURSE CALL ANNUNCIATOR PANELNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

-- O --

O/ OVEROA OVERALLOC ON CENTEROCC OCCUPANTS,

OCCUPANT LOAD,OCCUPANCY

OD OUTSIDE DIAMETEROFCI OWNER FURNISHED & CONTRACTOR INSTALLEDOFOI OWNER FURNISHED & OWNER INSTALLEDOFD OVERFLOW DRAINOFF OFFICEOGL OBSCURE GLASSOH OVERHEADOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEORD OVERFLOW ROOF DRAINOZ OUNCE

-- P --

P PAINT(ED),PANTRY

PC PORTLAND CEMENTPCC PRECAST CONCRETEPED PEDESTALPERF PERFORATEDPERM PERMANENTPERP PERPENDICULARPFP PREPARED FOR PAINTPIV POST INDICATOR VALVEPL PLATE,

PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPMTL PAINTED METALPNT POINTPP POWER POLEPR PAIRPREFAB PREFABRICATEPRELIM PRELIMINARYPRKG PARKINGPROP PROPERTYPS PROJECTOR SCREENPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESERVATIVE TREATED,

PRESSURE TREATED,POST TENSIONED

PTD PAPER TOWEL DISPENSERPTN PARTITIONPVC POLYVINYL CHLORIDE,

POLYVINYL CHLORIDE PIPE PVD PROVIDEPVG PAVINGPVR PAVERS

-- Q --

QTY QUANTITYQTZ QUARTZ

-- R --

R RISER,RADIUS

R/S ROD & SHELFRA RETURN AIRRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARREC RECESSEDRECPT RECEPTACLEREF REFERENCE,

REFRIGERATORREINF REINFORCE(D),

REINFORCINGRES RESILIENT REQD REQUIREDREST RESTROOMRET RETAININGREV REVISED,

REVISIONRF RAISED FLOOR(ING)RH ROBE HOOKRM ROOMRO ROUGH OPENINGRP RADIUS POINTRS ROUGH SAWNRT RIGHTRVL REVEAL

-- S --

S SOUTH,SINK

SAN SANITARYSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISH,

SOAP DISPENSER,STORM DRAIN

SEAL SEALER,SEALANT

SECT SECTIONSEP SEPARATIONSF SQUARE FEETSG SAFETY GLASS,

SAFETY GLAZINGSHR SHOWERSHT SHEETSHTG SHEATHING,

SHEETINGSHLV SHELVINGSIM SIMILARSM SHEET METALSND SANITARY NAPKIN DISPENSERSOG SLAB ON GRADESOL SOLID SURFACESTO STONESPEC SPECIFICATION(S)SPKLR SPRINKLERSPKR SPEAKERSQ SQUARESQIN SQUARE INCHSS SERVICE SINK,

SANITARY SEWERSST STAINLESS STEELST STREET,

STAINSTA STATIONSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSU SOILED UTILITYSUBFL SUBFLOORSUSP SUSPENDEDSW SWITCHSYM SYMMETRICAL

-- T --

T TREAD, TILE

T&B TOP AND BOTTOMT&G TONGUE AND GROOVETB TOWEL BARTEL TELEPHONETEMP TEMPORARY,

TEMPERATURETER TERRAZZOTHK THICK(NESS)TI TENANT IMPROVEMENTTL TOTAL LOADTMPD TEMPEREDTO TOP OFTOB TOP OF BEAMTOC TOP OF CURB,

TOP OF CONCRETETOF TOP OF FOOTING,

TOP OF FLOOR,TOP OF FRAME

TOS TOP OF SLAB,TOP OF STEEL

TOW TOP OF WALLTPD TOILET PAPER DISPENSERTR TRANSITION STRIPTV TELEVISIONTYP TYPICAL

-- U --

UC UNDERCOUNTER,UNDERCABINET,UNDERCUT

UGND UNDERGROUNDUNO UNLESS NOTED OTHERWISEUP UTILITY POLEUTIL UTILITY

-- V --

V VOLT(AGE)VCT VINYL COMPOSITION TILEVEH VEHICLEVEND VENDING MACHINEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVNR VENEERVTO VENT TO OUTSIDEVTR VENT THROUGH ROOF

-- W --

W WEST,WIDE,WASHING MACHINE

W/ WITHW/D WASHER & DRYERW/O WITHOUTWB WALL BASEWC WATER CLOSET,

WALL COVERINGWCO WINDOW COVERINGWD WOODWF WIDE FLANGEWH WATER HEATERWIC WALK-IN CLOSETWIN WINDOWWM WIRE MOLD,

WATER METER,WIRE MESH

WO WALK-OFF FLOORINGWP WORK POINT,

WATERPROOFING,WEATHER PROOF

WPM WATERPROOF MEMBRANEWR WATER REPELLENT,

WATER RESISTANTWRB WATER RESISTANT BARRIERWRC WAIST RECEPTACLEWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRIC

-- ASSOCIATIONS & CODES --

AISI AMERICAN IRON AND STEEL INSTITUTEAMCA AIR MOVING & CONDITIONING ASSOCIATIONANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONAPWA AMERICAN PUBLIC WORKS ASSOCIATIONARIB ASPHALT ROOFING INDUSTRY BUREAUASME AMERICAN SOCIETY OF MECHANICAL ENGINEERSASTM AMERICAN SOCIETY FOR TESTING & MATERIALSAWI AMERICAN WOODWORK INSTITUTEAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKS ASSOCIATIONCRSI CONCRETE REINFORCING STEEL INSTITUTECS COMMERCIAL STANDARD OF THE US DEPARTMENT OF COMMERCECSI CONSTRUCTION SPECIFICATIONS INSTITUTEFGI FACILITY GUIDELINES INSTITUTEFGMA FLAT GLASS MARKETING ASSOCIATIONGA GYPSUM ASSOCIATIONHUD US DEPARTMENT OF HEALTH & URBAN DEVELOPMENTIBC INTERNATIONAL BUILDING CODEICC INTERNATIONAL CODE COUNCILIEEE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERSIFC INTERNATIONAL FIRE CODEIMC INTERNATIONAL MECHANICAL CODEIRC INTERNATIONAL RESIDENTIAL CODEIPCEA INSULATED POWER CABLE ENGINEER ASSOCIATIONMLA METAL LATH ASSOCIATIONNAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERSNEMA NATIONAL FIRE PROTECTION ASSOCIATIONNWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATIONOSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATIONPS PRODUCT STANDARD OF US DEPARTMENT OF COMMERCESDI STEEL DECK INSTITUTE,

STEEL DOOR INSTITUTESMACNA SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATIONSSPC STEEL STRUCTURES PAINTING COUNCILTCA TILE COUNCIL OF AMERICAUL UNDERWRITER'S LABORATORIESUPC UNIFORM PLUMBING CODEWAC WASHINGTON ADMINISTRATIVE CODEWISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACTWSDOH WASHINGTON STATE DEPARTMENT OF HEALTHWSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL & HEALTH SERVICESWSEC WASHINGTON STATE ENERGY CODEWSVIAQC WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODEWWPA WESTERN WOOD PRODUCTS ASSOCIATION

WALL TAG

WINDOW TAG

STOREFRONT TAG

CURTAIN WALL TAG

A##.###

A##.###

#A##.##

#A##.##

#A##.##

X##X

W##

S##

C##

FINISH TAGXXX-#

DOOR TAG###X

FURNITURE/ EQUIPMENT TAGXXX-#

KEYNOTE##

DRAWING LEGEND

LEVEL NAME

ELEVATION

ELEVATION

X

N

TRUE NORTH

#

SHEET LAYOUT

1. DETAIL NUMBERS MAY FOLLOW A NUMBERING SEQUENCE SIMILAR TO DIAGRAM BELOW.2. DETAIL NUMBERS MAY SKIP WHEN A DETAIL FALLS WITHIN MULTIPLE CELLS.

ABBREVIATIONS

# / A##.##

LIGHTING TAGL#

GLAZING TAGGL#

PLAN NORTH

DRAWING ORGANIZATION

--VIEW REFERENCE--

BUILDING SECTION

#A##.##

WALL SECTION,VERTICAL SHAFT / CHASE

DETAIL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

ENLARGED VIEW,DETAIL VIEW

--ANNOTATIONS--

NORTH ARROW

SPOT ELEVATION

GRID LINE

MATCH LINE

BREAK LINE

REVISION CLOUD W/ TAG

--TAGS--

ELEVATION DATUM

--LINEWORK--

3

4

2

1

7

8

6

5

11

12

10

9

15

16

14

13

19

20

18

17

TIT

LEB

LOC

K

SHEET LAYOUT DIAGRAM

REVISION SCHEDULE

ADDENDA #3 8/22/192

SK-1

EXTERIOR SCOPE OF WORK:INSTALL NEW CIPP LINER PER SPECIFICATIONS AND SCOPEOF WORK AT CLOUDED AREAS OF SANITARY SEWER LINE.INSTALL (1) NEW DOUBLE SWEEP CLEANOUT, REPLACE (1)CLEAN OUT, NEW ACCESS VAULTS TO (2) EXISTINGCLEANOUT PLUGS. RESTORE ALL LANDSCAPING ANDPAVING. ALL LOCATIONS TO BE VERIFIED BY CONTRACTOR.

EXCAVATE FOR NEW DOUBLE SWEEP CLEANOUT PER DETAIL. PROVIDE AND INSTALL (2)NEW 8" DIA CLEAN OUT PIPE, PLUG & BRASSCAP. PROVIDE NEW COMPACTED INFILL, PATCHAND REPAIR ASHPALT AS REQUIRED.

CURRIED IN PLACE LINER (CIPP) DESCRIPTION1. SEE SPECIFICATION 221005 PLUMBING PIPING FOR COMPLETE

REQUIREMENTS.

2. PREPARATION OF THE PIPING SHALL INCLUDE REAMING, REMOVAL OFBURRS, REMOVAL OF ANY SCALE AND DIRT ON BOTH THE INSIDE ANDOUTSIDE OF THE PIPING BEFORE ASSEMBLY.

3. CIPP INSTALLATION:A. THE INSTALLATION OPERATION WILL BE CARRIED OUT USING TRENCHLESS

TECHNOLOGY ELIMINATING THE NEED FOR EXCAVATION.B. THE TUBE WILL BE IMPREGNATED WITH THE PRE CALCULATED AMOUNT

OF THE EPOXY RESIN AFTER THE 2 PARTS ARE THOROUGHLY MIXED.C. THE LINER WILL BE INSTALLED USING THE PULL IN PLACE METHOD WHERE

THE LINER BLADDER SYSTEM WILL BE PULLED TO THE SPECIFIEDLOCATION IN THE PIPE AND THE BLADDER WILL BE INFLATED USINGCOMPRESSED AIR OR WATER TO AN ADEQUATE PRESSURE FORMING THELINER TO TIGHTLY FIT THE INTERNAL CIRCUMFERENCE OF THE PIPE.

D. THE CURED-IN-PLACE PIPE SHALL PROVIDE A SMOOTH BORE INTERIORAND SHALL CONFORM TO THE EXISTING PIPE AND ELIMINATEGROUNDWATER INFILTRATION THE TUBE WILL BE CONTINUOUS IN LENGTHAND WALL THICKNESS SHALL BE UNIFORM.

E. USE TORQUE WRENCH TO OBTAIN PROPER TENSION IN CINCH BANDS ONABOVE GROUND HUBLESS CAST IRON PIPE. BUTT ENDS OF PIPE AGAINSTCENTERING FLANGE OF COUPLING.

F. PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TOAVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROMTRAFFIC AND CONSTRUCTION WORK.

4. ESTABLISH INVERT ELEVATIONS WITHIN 1/2 INCH VERTICALLY OF LOCATIONINDICATED AND SLOPE TO DRAIN AT MINIMUM OF 1/4 INCH PER FOOT SLOPE. CLEANOUT TO GRADE (SCO)

16" SQUARE CONCRETEPAD TROWEL SMOOTHAND EDGE.

BRASS CLEANOUT PLUGWITH COUNTERSINKSCREWHEAD

TYPICAL BELOW GRADEWASTE PIPE COUPLING,PER SPECIFICATIONS

1/8 BEND IF CLEANOUTOCCURS AT END OF LINE

1/8 BEND

WASTE PIPE LENGTHTO SUIT

WASTE PIPE

6"

SEE PAGE P2.00 FOR INTERIORLAYOUT OF WASTELINES

BRASS CAP ANDCLEANOUT PLUGFLUSH WITHASPHALT

ADDENDA #3 8/21/19

EXCAVATE FOR NEW 6" DIA CLEAN OUT PIPE,PLUG AND BRASS CAP. PROVIDE NEWCOMPACTED INFILL, PATCH AND REPAIRASPHALT AS REQUIRED.

EXISTING CLEANOUTS. PROVIDE NEWVAULT & COVER IN EXISTINGLANDSCAPING.

DOUBLE SWEEP CLEAN OUT

2

2

2

REF

DW

A

4"W 2"W

GENERAL NOTES1. STORM DRAINS, COLD WATER, HOT WATER, VENT, AND HOT WATER CIRC

ARE SHOWN FOR REFERENCE ONLY UNLESS SPECIFICALLY INDICATED.

2. FIELD VERIFY ALL WASTE PIPING AGAINST DOCUMENTS TO ENSURECOMPLETE CLEANING AND APPLICATION OF CPIP.

FINISH GRADECLEANOUT BOXES AND LID(S)

10 GA TRACER WIRE ATTACHED TOTOP OF PIPE. CONTINUOUS BETWEENCLEANOUTS. PROVIDE 12" EXTRA WIREINSIDE CLEANOUT BOX.

REMOVABLE WATERTIGHT PLUG

45° BEND

FLOW FROM BUILDING

WELL COMPACTED CLASS 1 OR CLASS 2BEDDING MATERIAL PLACED AT FULL TRENCHWIDTH AND 6" MINIMUM DEPTH BELOW PIPE

DEPTH VARIESMIN. 30"

3" - 8" BELOWFINISHED GRADE

4' MAX

TWO-WAY CLEANOUT

CLEANOUT TO GRADE (SCO)

16" SQUARE CONCRETEPAD TROWEL SMOOTHAND EDGE.

BRASS CLEANOUT PLUGWITH COUNTERSINKSCREWHEAD

TYPICAL BELOW GRADEWASTE PIPE COUPLING,PER SPECIFICATIONS

1/8 BEND IF CLEANOUTOCCURS AT END OF LINE

1/8 BEND

WASTE PIPE LENGTHTO SUIT

WASTE PIPE

6"

REF

DW

D DD D

WW

WW

BB

AA

1

1

C

D

FF

I

345

6

6

G

E

H

2

W W W W

SDSD

W W W W W W W W W

SD SD SD SD SD SD SD SD

SDSD

SDSD

4"CO

SCOSCO

SDSD

SDSD

SD SD SCO

SCO

8"2"W

2"W

4"W

2"W

4"W

4"W

2"W4"W

8" 6"

4"W

212"W

6"

5"

4"W21

2"W 4"W

4"

4"W

2"W

2"W

4"W

4"CO4"CO

SDW

4"W

4"DS(E)

4"DS(E)

4"SD(E) 4"SD(E)

4"(E)

4"DS(E) 4"DS(E)1-1/2"V

2"W21

2"W

2"W212"W

COORDINATE WITHOWNER FOR THEEXTENT OF LININGREQUIRED BEYOND5' OF THE BUILDING

COORDINATE WITHOWNER FOR THEEXTENT OF LININGREQUIRED BEYOND 5' OFTHE BUILDING

EXISTINGCLEANOUT

OFFICE105

RECEPTION104

STORAGE106

CORRIDOR A102

ELEVATORLOBBY

101

ELEVATOREQUIPMENT

114

ELECTRICALEQUIPMENT

112

VESTIBULE100

CLINIC116

MEN120

WOMEN119

STORAGE117

KITCHEN118

COMMUNITYROOM

115

GARBAGE109

LAUNDRY110

MAINTENANCE111

CORRIDOR B103

APARTMENT110

APARTMENT108

APARTMENT107

APARTMENT105

APARTMENT103

APARTMENT101

APARTMENT106

APARTMENT104

APARTMENT102

CUSTODIAN'SAPARTMENT

114

STAIR 2

STAIR 1

ELEVATORS

275 FIFTH STREET, SUITE 100BREMERTON, WA 98337360-377-8773RFMARCH.COM

PROJECT #

ISSUE DATE

SHEET #

2017036.07

BID SET4/25/2019

SOUT

HRID

GE H

OUSE

3083

8 14T

H AV

ENUE

SOU

THFE

DERA

L WAY

, WAS

HING

TON

9800

3

KING

COU

NTY

HOUS

ING

AUTH

ORIT

Y

REVISION SCHEDULE

4-22-2019

P2.00

FOUNDATION LEVELPLUMBING PLANS

1/8" = 1'-0"1 FOUNDATION PLUMBING PLAN 1/4" = 1'-0"2 COMMUNITY BUILDING FOUNDATION PLUMBING PLAN

N N

NTSCLEANOUT DETAILS3

OWNER BID SET 06/24/1911

FLOOR CLEANOUT (FCO)

CLEANOUT ACCESSCOVER, TOP OF COVERTO BE FLUSH WITH TOPOF FINISHED FLOOR.

1/8 BEND, BALANCE OFPIPING SAME AS CLEANOUTTO GRADE.

34'-0"

1'-0

" T

YP

CIPP EXISTING WASTE LINE BELOW SLAB

CIPP EXISTING WASTE LINE BELOW SLAB

TYPICAL C/O

SEE SK-1 FOREXTENT OF WORK

SEE SK-1 FOREXTENT OF WORK

3'-6

"

4'-11"

SEE 2/P2.00 FORENLARGED PLAN

CIPP EXISTING 4" WASTE LINEBELOW SLAB. CONTRACTOR TOVERIFY HOW FAR INTO BUILDINGTHEY CAN TREAT THE WASTE LINE.

EXISTING CLEANOUTS. PROVIDENEW VAULT AND COVER LEVEL WITHEXISTING LANDSCAPING.

ADDENDA #3 8/22/19

EXISTING 4" DIA CLEANOUT IN FLOOR. ACCESS TOCLEANOUT TO BE USED AS A SEWER BY PASSFOR PIPE LINING INSTALLATION. BY PASS TODISPOSE OF WASTE IN PARKING LOT CLEANOUTPIT. PATCH AND REPAIR FLOOR AS REQUIRED.

SAWCUT CONCRETE TO ACCESS EXISTING 4" DIACLEANOUT IN FLOOR. MODIFY FOR TEMPORARYBY PASS TO PARKING LOT CLEANOUT PIT. PROVIDE AND INSTALL NEW 6" DIA CLEANOUT,PLUG AND CAP. PROVIDE NEW COMPACTEDGRAVEL INFILL AND PATCH CONCRETE FLUSHWITH EXISTING. PREP FLOORING TO RECEIVENEW VINYL PLANK TO MATCH EXISTING.

2

2

2