new community garden installation

11/06/2018

18037

17500 Depot Street, Suite #120Morgan Hill, CA 95037

1 •408 • 779 • 6686

• Architecture • Landscape •

WESTON MILESA R C H I T E C T S

A0.1JOB NO:

DATE:

INC

.

These drawings are instruments of service and are theproperty of WESTON MILES ARCHITECTS, INC. All designsand other information on the drawings are for use on thespecified project and shall not be used otherwise without theexpressed written permission of WESTON MILESARCHITECTS, INC.

Written dimensions on these drawings shall have precedenceover scaled dimensions. Contractors shall verify and beresponsible for all dimensions and conditions on the job andthis office shall be notified of any variations from thedimensions and conditions shown by these drawings. Shopdetails shall be submitted to this office for approval beforeproceeding with fabrication.

© Copyrighted 2018

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NOT VALID WITHOUT SIGNATURE

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TITL

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A0.2A1.1A1.2A1.3A2.0

SITE DEMOLITIONOVERALL SITE PLANPARTIAL SITE PLANSITE DETAILSRESTROOM DETAILS

DESCRIBES AN "AREA" OR "FIELD"

ROOM NAME

ROOM NUMBER

Section Reference Number

Sheet Number when shown

Detail Reference Number

Sheet Number where shown

Elevation Reference Number


Column or Shear Line Designation

Center Line of Column or Shear Wall



Elevation Reference Number

Sheet Number when shown

Direction Indicator


BUILDING & SITE DATA

NEW COMMUNITY GARDEN INSTALLATIONCITY OF MORGAN HILL15690 RAILROAD AVE., MORGAN HILL, CA 95037

ABBREVIATIONSSCOPE OF WORK

EF

ELECEPEWCELELEV

EMER

ENCEQEQPESTEXCAEXH<E>EXMPEBEXPEXTEXSEAEW

FBFOCFOFFOMFOS

FBD

FINFFEFFLFA

FECFPLFPFRCFLGFLXFLRFLCOFDFLUORFJTFTGFNDFRFRAFSFBOFURFUT

GAGALV

GPGKTGCGLGLBGBGDGRNGVLGTGPDWGPLGPPLGFCI

HBDHDWHWDHJTHDRHTGHVAC

HD

HXHESHCHMHKHORHB

INCL

INTINVIPSINCAN

each face

electric (al)electrical panelboardelectric water coolerelevationelevator

emergency

enclose (ure)equalequipmentestimateexcavateexhaustexistingexpanded metal plateexpansion boltexposedexteriorextra strongeacheach way

face brickface of concreteface of finishface of masonryface of studfactory finishfencefiberboard

finish (ed)finished floor elevationfinished floor linefire alarmfire extinguisherfire extinguisher cabinetfireplacefireprooffire-resistant coatingflashingflexiblefloor (ing)floor cleanoutfloor drainfluorescentflush jointfootingfoundationframe (d), (ing)fresh airfull sizefurnished by othersfurred (ing)future

gagegalvanizedgalvanized irongalvanized pipegasket (ed)general contract (or)glass, glazingglass blockgrab bargrade (ing)granitegravelgroutgypsum drywallgypsum lathgypsum plasterground fault circuit interrupt

highhandholehardboardhardwarehardwoodhead jointheaderheatingheating/ventilation/air conditioningheavy dutyheighthexagonalhigh early-strength cementhollow corehollow metalhook (s)horizontalhose bibb

include (d), (ing)inside diameterinteriorinvertiron pipe sizeincandescent

eave rafterER

embedmentEMB

gypsumGYP

EMT electrical metallic tubing

JCJTJFJ

KPLKIT

janitor's closetjointjoint fillerjoist

kickplatekitchen

RAD

REFRFLREFRREGRCPREMRESRARVSREVRHROWRRDRFH

RMRORBRBT

SFGL

SCH

SECSHTHSHTSHSIM

SCSPSPCSPKSPECSQSSTSTDSTASTOSDSTRSCTSUSSYMSTC

TKBDTKSTELTVTCTZTHKTHRTPTNTPDT&GTOTBTRTTYP

UMCUBCUPCUFCURUNO

VCTVBVERTVTR

WCWCOWDWGLWHWIWINDWPWRWSCTW/W/O

radius

referencereflect (d), (ing)refrigeratorregisterreinforced conc piperemoveresilientreturn airreverse (side)revision (s), revisedright handright-of-wayriserroof drainroof hatch

roomrough openingrubber baserubber tile

safety glass

schedule

sectionssheathingsheetshelf, shelvingsimilar

solid coresoundproofspacerspeakerspecification (s)squarestainless steelstandardstationstoragestorm drainstructuralstructural clay tilesuspendedsymmetry (ical)sound transmissionclass

tackboardtackstriptelephonetelevisionterra cottaterrazzothick (ness)thresholdtoilet partitiontoilet paper dispensertongue and groovetop oftowel bartransomtreadtypical

uniform building codeuniform plumbing codeuniform fire codeurinalunless noted otherwise

vinyl composition tilevapor barrierverticalvent through roof

water closetwall cleanoutwoodwire glasswater heaterwrought ironwindowwaterproofwater resistantwainscot (ing)withwithout

roof rafterRR

solid blockSB

ABVAFFACFLAPACPLACTACRADDADHADJAGGA/CALTALUM

ANCABANODARCHAD

AT

AUTO@&

BABPBSMTBRGBPLBMBLWBETWBITBLKBLKGBDBSBWBOTBRKBRZBLDGBUR

CABCAD

CPTCSMTCICIPCCSTCBCKCLGCHT

CEMCLCERCTCMTCHBDCHAMCIRCIRCCLR

CLS

COLCOMBCOMPTCOMPOCOMPCONCCMUCONSTCONTCONTRCJCPRCGCORRCTRCFLCRSCRGCFTCYD

DPRDPDEMODMTDEPDTLDIAGDIADIMDPRDIV

DRDADH

DDRBDWRDWG

aboveabove finished flooraccess flooraccess panelacoustical plasteracoustical tileacrylic plasticaddendumadhesiveadjacentaggregateair conditioningalternatealuminum

anchor, anchorageanchor boltanodizedarchitect (ural)area drain

asphalt tile

automaticatand

bathbuilding paperbasementbearingbearing platebench markbelowbetweenbituminousblockblockingboardboth sidesboth waysbottombrickbronzebuildingbuilt-up roofing

cabinetcadmium

carpet (ed)casementcast ironcast-in-place concretecast stonecatch basincaulk (ing)ceilingceiling height

cementchain link fenceceramicceramic tileceramic mosaic (tile)chalkboardchamfercirclecircumferenceclear (ance)

closure

columncombinationcompartmentcomposition (composite)compress (ed), (ion), (ible)concreteconcrete masonry unitconstructioncontinue (ous)contract (or)control jointcoppercorner guardcorrugatedcountercounterflashingcourse (s)cross graincubic footcubic yardcenter line

damperdamp proofingdemolish, demolitiondemountabledepresseddetaildiagonaldiameterdimensiondispenserdivision

doordouble actingdouble hung

draindrainboarddrawerdrawing

CJ ceiling joist

cement plasterCPCL

FFFN

FE

GI

HHH

HT

ID

uniform mechanical code

RWL rainwater leader

KD knock down

LBLLABLB

LAMLAVLHLLTLWLMSLTL

LVR

MBMIMHMFRMRBMASMOMATLMAXMECHMCMTLMFDMRDMINMIRMISCMODMLDMTMOVMULL

NLNAT

NRCNOMNICNTS

OBSOCOPGOPHODOAOHO/

PNTPNLPBPTDPTRPARPKPBDPTN

PVPVMTPEDPERFPERIM

PLASPLAMPLTPGPLWDPVCPSFPCCPFNPRF

QT

labellaboratorylag bolt

laminate (d)lavatoryleft handlengthlightlightweightlimestonelintel

louver

machine boltmalleable ironmanholemanufacture (er)marblemasonrymasonry openingmaterial (s)maximummechanicalmedicine cabinetmetalmetal floor deckingmetal roof deckingminimummirrormiscellaneousmodular

mount (ed), (ing)movablemullion

nailablenatural

noise reduction coefficientnominalnot in contractnot to scale

obscureon center (s)openingopposite handoutside diameteroveralloverheadover

paint (ed)panelpanic barpaper towel dispenserpaper towel receptorparallelparkingparticle boardpartition

pave (d), (ing)pavementpedestalperforate (d)perimeter

plasterplastic laminateplateplate glassplywoodpolyvinylchloridepounds per square footprecast concreteprefinishedpreformed

property line, plate

quarry tile

lag screwLS

pre-formed metal gutterPFMG

(N) new

molding, molding

PL

SCCOE santa clara countyoffice of education

OWNER CITY OF MORGAN HILL 17575 PEAK AVE. MORGAN HILL, CA 95037 ATTN: ANTHONY EULO PHONE: 1-408-310-4179 EMAIL: [email protected] ARCHITECT WESTON MILES ARCHITECTS, INC. 17500 DEPOT STREET, SUITE #200 MORGAN HILL, CA 95037 ATTN: LESLEY MILES, A.I.A. PHONE: 1-408-779-6686 EMAIL: [email protected]

LANDSCAPE WESTON MILES ARCHITECTS, INC. 17500 DEPOT STREET, SUITE #200 MORGAN HILL, CA 95037 ATTN: LESLEY MILES, A.I.A. PHONE: 1-408-779-6686 EMAIL: [email protected]

ARCHITECTURAL A0.1 TITLE SHEET CIVIL NONE ARCHITECTURAL

LANDSCAPE L1.1 LANDSCAPE PLAN - FOR REFERENCE ONLY L2.1 IRRIGATION PLAN - FOR REFERENCE ONLY L3.1 LANDSCAPE DETAILS

GENERAL PROJECT DESCRIPTION INCLUDES:1. CONSTRUCTION OF NEW STORAGE BUILDINGS AND COMPOSTING TOILET RESTROOM.2. EXTENSION OF WATER SERVICES FROM STREET3. PARKING AND ACCESS TO NEW BUILDINGS4. PLANTING BEDS AND DEMONSTRATION GARDEN5. CHILDREN'S GARDEN AND PLAY AREA6. LANDSCAPING AND IRRIGATION7. CHAINLINK FENCE

SCOPE OF WORK FOR CONTRACTOR:1. GRADE AND CLEAR SITE - AS SHOWN ON A0.22. CUT EDGE OF EXISTING AC ALONG FISHER AVE TO ADD BASE ROCK3. INSTALL BASE ROCK IN MAIN PATHWAYS4. INSTALL METAL DIVIDER STRIP AROUND ALL BED CONFIGURATIONS - FOR EXTENT SEE A1.15. DRILL HOLES FOR TREES TO BE PROVIDED BY OTHERS6. CONNECT, TRENCH, AND INSTALL ALL MAIN WATER LINES FROM LATERAL IN RAILROAD RD. METER, BACKFLOW, & ALL LINES TO HOSE BIBBS, INCLUDING HOSE BIBB. ON A3.1 & IRRIGATION AS INDICATED ON L2.1 - SEE 2/L3.1 FOR EXTENT OF PIPE AT PLANTER

BOX7. DIG OUT DIRT & PLACE HOLDING TANK, PIPE, & RIVER ROCK PER 9/A2.28. PURCHASE AND INSTALL CLIVUS MULTRUM TOILET & COUNTER9. INSTALL ALL ADA STRIPING AND SIGNAGE10. RE-WORK FENCING AND INSTALL NEW FENCE AND GATES AS REQUIRED - SEE A4.1 & FENCE @ PROJECT SOUTH PER A1.111. INSTALL DECOMPOSED GRANITE AS NOTED12. GRADE UP TO PATHWAYS, SEE DETAIL 17/A1.3 OR SIMILAR DETAILS13. INSTALL ADA PARKING STALLS, ADD SIGNAGE, STRIPPING, & TRUNCADED DOMES14. INSTALL WALL - SEE 2/A4.1

SCOPE OF WORK FOR VOLUNTEERS/GARDENERS:1. CONSTRUCT GARDEN BEDS AND SPREAD MULCH BETWEEN GARDEN BEDS, ALSO 4X4 POST & CONC. FOOTING SUPPORT FOR HOSE BIBBS2. FILL BEDS WITH SOIL3. PLANT ALL TREES4. PROVIDE LABOR TO INSTALL DRIP IRRIGATION FOR TREES AND NON-VEGETABLE BED AREAS5. BUILD AND INSTALL COMPOST BINS6. RELOCATE BULLETIN BOARD STRUCTURE FROM <E> COMMUNITY GARDEN SITE7. RELOCATE ORGANIC NOTICE SIGNS FROM <E> COMMUNITY GARDEN SITE8. INSTALL COMMUNITY GARDEN SIGN FROM <E> COMMUNITY GARDEN SITE9. INSTALL HOSE HANGERS PER 13/L3.1

SCOPE OF WORK FOR CITY:1. PURCHASE WOOD AND SOIL FOR GARDEN BEDS2. PROVIDE PERIMETER TREES3. PROVIDE AND INSTALL TUFF SHEDS, AB BASE & METAL DIVIDER - SEE NOTE #6 ON A1.24. PROVIDE MULCH AND SET IN PLACE5. PURCHASE PICNIC TABLES6. CLASS 2 & METAL DIVIDER TO BE COMPLETED PRIOR TO CONTRACTOR COMMENCEMENT OF WORK

NOTES: ALT #1: REPLACE 375' OF <E> FENCE/FOOTING ALONG RAILROAD WITH (N) CHAIN LINK FENCE & FOOTING

ALT #2: CONSTRUCT ADA PLANTING BEDS

asphalt concreteAC

american disability assoc.ADA

assessor parcel mapAPN

california building codeCBC

collaborative for highperformance schools

CHPS

clean outCO

division of the state architectDSA

fiber reinforced plasticFRP

international sign associationISA

poundsLBS

PTN project tracking number

path of travelPOT

see civil drawingsSCDsee structural drawingsSSDsee mechanical drawingsSMDsee electrical drawingsSED

double plateDBL PLT

SECTION

TYPICAL COLUMN or SHEAR LINE

ROOM ELEVATION

TYPICAL DETAIL

NORTH ARROW

PHOTO REFERENCE

P

ELEVATION

planting areaPA

douglas firDF

CODE COMPLIANCE

ALL WORK & MATERIAL SHALL BE PERFORMED & INSTALLED INCOMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED ANDAMENDED BY THE GOVERNING JURISDICTION. NOTHING IN THESEPLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TOTHESE CALIFORNIA CODES. EFFECTIVE JANUARY 1, 2016

2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 CCR

2016 CALIFORNIA BLDG CODE (CBC). PART 2, TITLE 24, CCR (2012 INTERNATIONAL BLDG CODE VOL. 1-2 AND 2013

AMENDMENTS)

2016 CALIFORNIA ELECTRICAL CODE (CEC). PART 3,TITLE 24 CCR (2011 NATIONAL ELECTRICAL CODE AND 2013 CA

AMENDMENTS)

2016 CALIFORNIA MECHANICAL CODE (CMC). PART 4, TITLE 24 CCR (2012 UNIFORM MECHANICAL CODE AND 2013 CA

AMENDMENTS)

2016 CALIFORNIA PLUMBING CODE (CPC). PART 5, TITLE 24 CCR (2012 UNIFORM PLUMBING CODE AND 2013 CA AMENDMENTS)

2016 CALIFORNIA ENERGY CODE (CEnC). PART 6, TITLE 24 CCR

2016 CALIFORNIA FIRE CODE (CFC). PART 9, TITLE 24 CCR (2012 INTERNATIONAL FIRE CODE AND 2013 CA AMENDMENTS)

2016 CALIFORNIA GREEN BUILDING STANDARDS CODE. PART 11,TITLE 24 CCR

2016 CALIFORNIA REFERENCED STANDARDS. PART 12, TITLE 24 CCR.

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS

2010 AMERICANS W/DISABILITIES ACT (ADA) STANDARDS FORACCESSIBLE DESIGN

2016 NFPA 13, INSTALLATION OF AUTOMATIC SPRINKLER SYST. (CAAMENDED)

2013 NFPA 14, INSTALLATION OF STANDPIPE & HOLD SYSTEMS (CA AMENDED)

2013 NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEMS

2013 NFPA 17A, WET CHEMICAL EXTINGUISHING SYSTEMS

2016 NFPA 20, INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

2013 NFPA 22, WATER TANKS FOR PRIVATE FIRE PROTECTION

2016 NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS &THEIR APPURTENANCES (CA EDITION)

2013 NFPA 25, INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS (CA AMENDED)

2013 NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED; SEE ULSTD 1071 FOR "VISUAL DEVICES")

2013 NFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES

2013 NFPA 110, EMERGENCY AND STANDBY POWER SYSTEMS

2012 NFPA 170, STANDARD FOR FIRE SAFETY & EMERGENCYSYMBOLS

2012 NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

SFM 12-10-1, POWER OPERATED EXIT DOORS

SFM 12-10-2, SINGLE POINT LATCHING OR LOCKING DEVICES

SFM 12-10-3, EMERGENCY EXIT & PANIC HARDWARE

UL 38, MANUAL OPERATING SIGNAL BOXES (2008 EDITION)

UL 268, SMOKE DETECTORS FOR FIRE PROTECTIVE SIGNALINGSYSTEMS (2009 EDITION)

UL 268A, SMOKE DETECTORS DUCT APPLICATIONS (2008 EDITION)

UL 300, FIRE TESTING OF FIRE EXTINGUISHING SYST. FOR PROTECT-ION OF RESTAURANT COOKING AREAS (2005 EDITION)

UL 305, PANIC HARDWARE (2012 EDITION)

UL 464, AUDIBLE SIGNAL APPLICATIONS (2009 EDITION)

UL 521, HEAT DETECTORS FOR FIRE PREVENTING SIGNALING SYSTEM(1999 EDITION)

UL 864, CONTROL UNITS FOR FIRE PROTECTIVE SIGNALING SYSTEMS (2003 EDITION WITH REVISIONS THROUGH JULY 14,2005)

CCR TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATORSAFETY ORDERS, COMMENCING WITH SECTION 3094.2.

ASME A17.1 - 2007 (W/A17.1A/CSA B44A-08 ADDENDA) SAFETYCODE FOR ELEVATORS AND ESCALATORS.

ASME A18.1 - 2003, SAFETY STANDARD FOR PLATFORM LIFTS ANDSTAIRWAY CHAIRLIFTS, COMMENCING WITH SECTION 2.

ICC 300-2012 STANDARD FOR BLEACHERS, FOLDING AND TELSCOPICSEATING AND GRANDSTANDS

COMPLIANCE WITH CFC CHAPTER 33 "FIRE SAFTEY DURINGCONSTRUCTION AND DEMOLITION" WILL BE ENFORCED.

EMERGENCY VEHICLE ACCESS ROADS AND ON SITE FIRE HYDRANTSSHALL BE IN SERVICE AND OPERABLE PRIOR TO LOADING THE SITEWITH COMBUSTABLE MATERIALS.

A2.1 RESTROOM DETAILSA2.2 ROOF FRAMING, FOUNDATION, & HOLDING TANK DETAILSA3.1 PLUMBING PLANA4.1 FENCING PLANA4.2 METAL EDGING PLAN

CONTACTS

VICINITY MAP

SYMBOLS

SHEET LEGEND

A

1A7.1

1A1.1

1A4.1

A3.11

1

2

2

4 1A5.1

PROJECTSITE

RM NAME101

REF.NO

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TRUENORTH

TRUENORTH

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REVISIONS

23'-

0"

308'-0"

459'-0"

25'-

0"

CUT AND DISPOSE OF 6" OF<E> AC

01

01

020202

02

03

06

<E> FENCE

05

05

BUTT

ERFIEL

D AVE

.

FISHER AVE.

RAILROAD

AVE.

<E>AC

A4.13

04

SCALE: 1" = 20' 1EXISTING/DEMO SITE

01

02

03

04

05

05

GENERAL NOTES

1. CONTRACTOR SHALL VERIFY LOCATION OF ALL <E> ABOVEGROUND UTILITIES AND PROVIDE FOR THEIR TEMPORARYDISCONNECTION, PROTECTION, REMOVAL AND/ OR STORAGE ASMAY BE REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALLCOORDINATE WITH THE COUNTY/DISTRICT TO DETERMINEWHETHER TEMPORARY SERVICES ARE NECESSARY.

2. ALL SPOILS, DEBRIS, AND INCIDENTAL ITEMS SHALL BE HAULEDOFF SITE BY CONTRACTOR AND BE DISPOSED OF IN A LAWFULMANNER AS IT ACCUMULATES.

3. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE IN ANY WAY,ANY EXISTING ELEMENTS NOT DESIGNATED FOR REMOVAL. SUCHDAMAGE IS THE RESPONSIBILITY OF THE CONTRACTOR AT NOADDITIONAL COST TO THE COUNTY/DISTRICT.

4. COORDINATE SHUT-OFF OF ALL UTILITIES PRIOR TO ANYDEMOLITION.

5. CONTRACTOR IS TO PROTECT AND KEEP <E> TREES.6. THE SITE MUST BE CLEANED AT THE END OF EACH BUSINESS

DAY.7. CONTRACTOR TO MAINTAIN A SAFE, SECURE SITE.8. THIS DRAWING IS TO OUR BEST KNOWLEDGE AND REFLECTS THE

<E> SITE CONDITIONS.9. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OF WORK

##DEMOLITION KEY NOTES-ADD ALT

SYMBOL LEGEND

EXISTING ASPHALT<E> AC

ITEMS TO BE DEMOLISHED

FENCE WITH BRACING

PROPERTY LINE

MONITORING WELL

FIRE HYDRANT

GAS LINE

WATER COVER METAL PLATE

WATER LINE

WELL POWER

<E> AC PAVING

RIP & REGRADE SMOOTH

<E> DIRT TO BE REMOVED, <E> EDGE OF AC TO BECUT TO CREATE A STRAIGHT EDGE - SEE 18/A1.3 FORADDITIONAL INFORMATION.

<E> SOIL

<E> MONITORING WELLS AND POWER. PROTECT DURINGCONSTRUCTION.

<E> POWER/MONITORING LINES. VERIFY LOCATION & DEPTHPRIOR TO COMMENCING OF IMPROVEMENTS. PROTECT DURINGCONSTRUCTION.

##KEY NOTES

IMPROVEMENT AREA

THIS AREA - NOT IN SCOPE OF GROUND RIP & GRADING

REMOVE <E> WALNUT TREE & ROOT BALL - FILL HOLE WITH DIRT

AREA = 40,021 SQ. FT.

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60'-0

"

15'-0"

7'-6"

146'-0"

70'-0"

10'-0"

55'-0"

135'-11 3/8"

203'-0"

10'-

0" 14'-10"

110'-5 7/8"

10'-0"

8'-0"

10'-0" 30'-0" TYP.

10'-5"

120'-0"

236'-7"

CO

MPO

ST

CO

MPO

ST

ALT #1

NEW FENCE SECTION TOCLOSE OFF GARDEN AREA

COMPOSTINGTOILET ROOM

COMPACTED AC

COMPACTED AC

4" RECYCLED AB CLASS 2 TYP.

CONC. WALL

TRACTORTUFF SHED

FUTUREMULTI-CROP

DEMO BEDS

D2

D3

D7

D6

D5

D1

NOPARKING

POTENTIAL

FUTURE LIFT

STATIONNO

PARKING

BUTT

ERFIEL

D AVE

.

RIGHT OF WAY

FISHER AVE.

RAILROAD

AVE.

FUTUREEXPANSION OF

GARDEN

FUTUREMULTI-CROP

D4

D8

NOPARKING

LOADING/UNLOADING ONLY

<E> AC<E>AC

STORAGETUFF SHED

TYP.

A1.21

A1.310

A4.11

A1.318

A1.311.A

35'-0"

COMMUNITYGARDEN

SIGN

05

01

02

02

03

DG INPATHWAYS

SCALE: 1" = 20' 1OVERALL SITE PLAN

01

02

03

04

05

##KEY NOTES

GENERAL NOTES

CONTRACTOR TO DRILL 18" DIA. X 3'-0" HOLES, TREES PROVIDEDBY OTHERS. PLACE 3/4" PCS. PLYWOOD OVER HOLES UNTIL TREESARE PLANTED.

SYMBOL LEGEND



FENCE WITH BRACING

PROPERTY LINE

MONITORING WELL

FIRE HYDRANT

GAS LINE

WATER

WATER LINE

WELL POWER

1. ENSURE MONITORING WELLS AND POWER IS MAINTAINED THROUGHOUT SITE.2. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OF

WORK

RECYCLED CLASS 2 AB-GREEN SUPPLY OR EQUAL IN PASSTYP.

DECOMPOSED GRANITE

PORTION OF SOIL TO BE LEVEL WITH DECOMPOSED GRANITEOR AB

PORTION OF SOIL TO BE SLOPED, SEE 17/A1.3

ALT. # 1, <E> FENCE REMOVE AND REPLACE W/ 6' CHAIN LINKFENCE.

FOR METAL EDGING EXTENT & DIMENSIONS - SEE A4.2

6" <E> AC CUT EXTENTS

TRUE

NORT

H

REF.

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REVISIONS

DECOMPOSEDGRANITE

01

02

05

9'-3"

4'-0"4'-0"

8'-0"

25'-0" 4'-0"15'-0"

122'-6"

4'-4"

5'-0"

2'-6"4'-0"

25'-0"

4'-0"

12'-0"

48'-6"

27'-6"

62'-6"

4'-0"

63'-0"

14'-0"

8'-0"

10'-0"

34'-0"

6'-0"

8'-0"

2'-6"

20'-6"

14'-9 7/8"

9'-9

5/8

"

78'-6"

62'-0"

R 8'-6"

R 23'-4"

R 11'-8"

R 24'-7"

R 25'-1"

R 5'-0"

RAISEDBEDS

PLANTINGBED

ADD SOIL TO BELEVELED WITH DG

04

ADD SOIL TO BELEVELED WITH AC

METAL SIDING

PLYWOOD

07

RAILROAD

AVE.

10' X 12'TOOL STORAGE

MUSHROOMCLUSTERS BY MHC

10' X 12'TRACTOR STORAGE

TYP.

GRAY WATERHOLDING TANK

-SEE 9/A2.2

HT01-0300

8A1.3

A1.32

16A1.3

A1.37

A1.3

A1.34A

A1.34B

A1.35

A1.317

A1.313

9L3.1

A1.318

A2.0 A2.1

1A2.2

12'-0"

6'-0"

DEMOSTRATIONRAISED PLANTING

BEDS, TYPICAL OF 8

COMPOSTING TOILETROOM

RECYCLED CLASS 2AB-GREEN SUPPLY OREQUAL IN PASS TYP.

MULCH WITHIN BAYS -BY OTHERS

03

SINK

4" METAL EDGING TYP.

06

4" METAL EDGING TYP.

M

01

SCALE: 1/8" = 1'-0" 1PARTIAL SITE PLAN

02

03

04

05

06

07

##

SYMBOL LEGEND

KEY NOTES

GENERAL NOTES

BULLETIN SIGN MOVED BY OTHERS


FENCE WITH BRACING

PROPERTY LINE

MONITORING WELL

FIRE HYDRANT

GAS LINE

WATER

WATER LINE

RECYCLED CLASS 2 AB-GREEN SUPPLY OR EQUAL IN PASSTYP.

DECOMPOSED GRANITE

1. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OFWORK

PORTION OF ADDED SOIL TO BE SLOPED, SEE 17/A1.3

HOSE HANGER PER 13/L3.1

7' HIGH WALL - SEE 2/A4.1

RAISED PLANTER BED - SEE SCOPE OF WORK FOR VOLUNTEERS/GARDERNERS NOTE # 1/A0.1 TYP.

GARDEN CONCRETE WHEEL, PATHS, & POLLINATOR BEDS - NOT INSCOPE OF WORKCITY OF MORGAN HILL TO INSTALL TUFF SHEDS, METAL EDGING,ALL 4 SIDES & AB BASE - PRIOR TO CONTRACTOR COMMENCEMENTOF WORK

ACCESSIBLE (ADA) PLANTERS - SEE 5/A1.3

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.65"

.65"

0.45 -0.47" Ø AT TOP

TYPICAL PLAN0.18 - 0.22" HT.

TYPICAL SECTION A-A

TAPERED EDGEWHERE EXPOSED

0.9-0.92" ØAT BASE

AA

SEE SPEC'S FORADDITIONAL INFO. &INSTALLATION

2.3-

2.4"

APAR

T

2.3-2.4"APART

NOTE: DETECTABLEWARNINGS TO BEYELLOW AT VEHICLEHAZARD AREAS

2x6 PTDF HEADERBOARDAT ASPHALT

2'-0

SPLICEJOINT

2x6x4 FOOT PTDF SCAB2x6 PTDF HEADERBOARDAT ASPHALT

6" 12"

ASPHALTSIDE

2x4x24 INCH

PLANTINGSIDE

PTDF STAKE

(N) OR <E>PAVING

1. FOR NEW AC USE 2" AC W/4" CLASS2 BASE OVER COMPACTED FILL OVERUNDISTURBED SOIL

2. A.C. PAVING HEADERBOARD IS TOBE PRESSURE TREATED DOUGLAS FIR(MIN. ACZA .4) HEM-FIR WILL BEREJECTED.

NOTE:

2x4x24 INCH MIN. PTDFSTAKE AT 2' O.C. MIN.ATTACH USING 16d HOTDIPPED GALV. SCREWS

(N) OR <E>BASE

36"

36"

BLUEBACKGROUND

PAVEMENT MARKING AT THE REAR LIMIT OF STALLCONSISTING OF THE INTERNATIONAL SYMBOL OFACCESSIBILITY IN WHITE ON A BLUEBACKGROUND HAVING A WHITE BORDER PER CBCSECTION 11B-502.6

WHITEINTERNATIONALSYMBOL OFACCESSIBILITY

18'-

0" M

IN

9'-0" MIN 9'-0" MIN

2'-0

" M

IN

3' LONG MINIMUM WHEEL STOP

SEE 18/A1.3FOR BASE

FOR TRUNCATED DOMES

4" WIDE STRIPES AT 36" MAXIMUM ON CENTERPAINTED A COLOR CONTRASTING W/THE PARKINGSURFACE, PREFERABLY BLUE OR WHITE

NOPARKING

LOADING AND UNLOADING ACCESS AISLEBORDER PAINTED 4" WIDE BLUE STRIPES

DIMENSION TO CENTERLINE OF STRIPE

5'-0" MINIMUM AT TYPICAL ACCESSIBLE PARKING STALL8'-0" MINIMUM AT VAN ACCESSIBLE PARKING STALL

WITHIN THE LOADING & UNLOADING ACCESS AISLE PAINT THE WORDS "NOPARKING" IN 12" HIGH MINIMUM WHITE LETTERS

4" WIDE WHITE STRIPE

SURFACE CROSS SLOPES OF PARKINGSTALL(S) AND ACCESS AISLE(S) SHALL NOTEXCEED 2% IN ANY DIRECTION PER CBC 11B-502.4

ACCESSIBLE PARKING STALL SIGN PER CBCSECTION 11B-502.6 & PER 11/A1.3

PAVEMENT MARKING AT THE REAR LIMIT OF STALL CONSISTING OF THEINTERNATIONAL SYMBOL OF ACCESSIBLITY IN WHITE ON A BLUEBACKGROUND HAVING A WHITE BORDER PER CBC SECTION 11B-502.6 SEE9/A1.3

B AC

1" DOME

REFLECTIVE LETTERSTO BE MIN. 1" INHEIGHT

80"

MIN

. FO

R F

REE

STA

ND

ING

SIG

N.

36"

MIN

. FO

R W

ALL

MO

UN

TED

GRADESLOPE

12"Øx30"DEEP CONCPOST FOOTING

SIGN AT FRONT OFSTALL

SIGN AT FRONT OFSTALL

SIGN AT EACH ENTRANCE TOPARKING AREAS

TOP OF CURB

1 5/8" Ø STD GALV PIPE

REFER TO DETAILB FOR GENERALNOTES

MIN 70" SQREFLECTORIZEDSIGN (DK BLUEBKGRND W/ WHITESYMBOL & WORDS)

MIN 17"X22"REFLECTORIZED SIGN(DK BLUE BKGRND W/WHITE WORDS).LETTERS TO BE MIN 1"IN HEIGHT.

PARKINGONLY

PARKINGONLY

MINIMUMFINE $250

VAN ACCESSIBLE

MINIMUMFINE $250

1/2" RADIUSTYP

80"

MIN

. FO

R F

REE

STA

ND

ING

SIG

N.

36"

MIN

. FO

R W

ALL

MO

UN

TED

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACESNOT DISPLAYING

DISTINGUISHING PLACARDS ORLICENSE PLATES

ISSUED FOR PERSONS W/DISABILITIES

MAY BE TOWED AWAY ATOWNER'S EXPENSE.

TOWED VEHICLES MY BERECLAIMED AT

MORGAN HILL POLICEOR BY TELEPHONING

408-779-2101

6" 3/4" ØRIVER ROCK

6"

CENTER LINE OFFENCE POST

8" ROUND

3'-0

"

NOTE: SEE DIMENSIONPLAN FOR LOCATION OFFENCE POST

FINISH SURFACE

CL

SLOPE TYP.

4"

SEE A1.1 FOR EXTENTS

BASE COMPACTED TO 95%

<E> AC

CUT 6" <E> AC ANDBASE TO CREATESTRAIGHT EDGE

AB - COMPACTEDTO 95%

DIRT

SEE 3/A1.3

FOG SEAL

1:8 SLOPE

MAX.

6'-0

"

3"10

"

42"

LEVER HANDLE

MIN CLR OPENING

TENSIONBAR

TENSION BAND

POST AND CAP8'-0" MAX

10" MIN KICKPLATE

RAIL END BRACKET

CHAIN-LINKFENCE

GATE

MIN

SEE DOOR SCHEDULE

MAX

7A1.3

LOCKEY GB2900 LINX CHANI LINK BOXW/ LOCKEY 2985 KEYLESS MECHANICALDIGITAL ADAMS RITE STYLE LATCHLEVER DOOR LOCK WATER PROOF.

2ND LAYER OF 2" DEEP DECOMPOSEDGRANITE PAVING COMPACTED TO 95% REL.COMPACTION

1ST LAYER OF 2" DEEP DECOMPOSEDGRANITE PAVING COMPACTED TO 95%REL. COMPACTION

4" METAL EDGING STAKED

RECYCLED CLASS 2 AB

ELASTOMERICSEALANTPRECAST RUBBERBUMPER

AC GRINDINGS

#4 x 24" LONG REBAR ATTHIRD POINTS, DRIVETOP OF REBAR 1/2" TO3/4" BELOW SURFACE OFBUMPER & GROUT FINISHSEE PLAN

2'-6

"

4"

2'-6

"

SEE

PLA

N

2X6 REDWOOD

4X4 REDWOOD

2X REDWOOD

2X6 ACCENTSREDWOOD W/ 1/4"

OVERHANG EACH SIDE. (2) - ½" X 4½" SSTLAG SCREW W/WASHER PER BOARDPER 4X4 POST

4X4 REDWOOD

2X12 REDWOOD

4" DECOMPOSEDGRANITE O/ 4"CLASS 2 BASEROCK COMPACTEDAT 95% R.C.

8"Ø CONC. X 2'-6"FOOTING, 2000PSI @ 28 DAYS

SEEENLARGEDCORNERDETAIL

LAG SCREW -SEE SECTIONA FOR MOREINFORMATION

DECK SCREWS - SEE PLANVIEW FOR INFORMATION

2X6 REDWOOD

6"3/4"Ø RIVER ROCK

PLAN VIEW

SECTION A

IN-SITUSOIL

PLANTINGSOIL

ENLARGED CORNER DETAILSCALE: 1 1/2" = 1'-0"

FOR GRANITECRETE:SEE SPECIFICATIONS

(3) 20DGALVINIZED NAILSPER POST

TRUSS RODADJUSTING UNIT

TENSION BAR

TERMINAL /GATE POST

POST CAP

HINGE

MILTI- COMBINATIONLOCK

TRUSSROD

DROP ROD

TOP RAIL

RAIL END

BRACERAIL

GATE FRAME

INSERT METALPIPE SLEEVE

FOR DROP PIN

20'-0" OPENINGFACE TO FACE

SEE SPECS

TENSION BAND

TENSION BAND 7A1.3 TYP

BRACERAIL

6'-0

"

4"

2X12 PLANTER BED

RECYCLED CLASS2 AB

IN-SITUSOIL

4" METAL EDGINGSTAKED

PLANTER AREA

4"

MULCH

PLANTER BEDBEYOND

IN-SITUSOIL

4" METAL EDGINGSTAKED

RECYCLED CLASS2 AB

4"

DG OR AB WHERE OCCURS

1:8 SLOPE MAX.

UNDISTURBED BASE

DIRT

4" METAL EDGING

SCALE: 3" = 1'-0" 8DETECTABLE WARNING PAVERS

SCALE: 1 1/2"= 1'-0" 2PAVING AT EDGE

SCALE: 1" = 1'-0" 9ISA PARKING GRAPHIC

SCALE: 1/8" = 1'-0" 10ADA PARKING DOUBLE STALL

SCALE: 1/4" = 1'-0" 11PARKING SIGN REQUIREMENTSSCALE: 1" = 1'-0" 7FENCE POST FOOTING

SCALE: 1 1/2"= 1'-0" 18(N) AB BASE <E> A.C. TRANSITION

SCALE: 1/2" = 1'-0" 16CHAINLINK FENCE WITH GATE

SCALE: 1 1/2"= 1'-0" 13AB TO DG TRANSITIONSCALE: 1 1/2"= 1'-0" 1WHEEL STOP

SCALE: 3/4" = 1'-0" 5ACCESSIBLE PLANTER

SCALE: 1/2" = 1'-0" 15CHAINLINK FENCE - DBL. SWING GATESCALE: 3/4" = 1'-0" 4APLANTER

SCALE: 3/4" = 1'-0" 4BBAYS

SCALE: 1" = 1'-0" 17SLOPED EDGE

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M��W�Installation�Manual��|��

A Maintenance Manual is available from your local Clivus Multrum representative.

Table of Contents

Introduction 5Welcome . . . . . . . . . . . . . . . . . . . . . . . . . 5

Before Starting . . . . . . . . . . . . . . . . . . . . . . 5

Composter Location. . . . . . . . . . . . . . . . . . . . 5

Receiving the Shipment . . . . . . . . . . . . . . . . . . 5

Materials . . . . . . . . . . . . . . . . . . . . . . . . . 5

Tools . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Typical Configuration 6

Exploded View 7

Installation and Assembly Instructions 8Set Composter Base . . . . . . . . . . . . . . . . . . . 8

Erect Building. . . . . . . . . . . . . . . . . . . . . . . .9

Trim & Finish . . . . . . . . . . . . . . . . . . . . . . . 11

Electrical Components . . . . . . . . . . . . . . . . . . 14

Fixture Installation . . . . . . . . . . . . . . . . . . . . 15

Parts & Hardware . . . . . . . . . . . . . . . . . . . . . 16

M��WInstallation Manual

Rev. 11/14

Clivus Multrum, Inc.15 Union Street

Lawrence, MA 01840

800.425.4887

clivusmultrum.com

M��W�Installation�Manual��|��Clivus Multrum® and Trailhead® are registered trademarks of Clivus® Multrum, Inc.

IntroductionWelcomeCongratulations on your purchase of a Clivus Multrum Composting Toilet System. You have purchased a system that repre-sents the leading edge in composting technology today. Clivus composters are manufactured to be efficient, durable and easy to maintain. With proper installation and regular maintenance the Clivus com-poster will give you years of trouble-free service.

The M54W Composter can be installed by anyone with basic carpentry skills. However, it is recommended that the ser-vices of a licensed plumber and electrician be obtained, as required by state or local codes, for plumbing and electrical hook-ups. The basic tools and materials required are listed in the instructions. The average installation time is approximately 48-60 worker-hours for each M54W unit.

If you have any questions, please contact your local representative or Clivus Multrum, Inc.

Before StartingRead all instructions before assembly.

Three people (minimum) are needed to assemble the M545W Trailhead.

Composter Location The M54W should be located in an area where there is no possibility of ground water or other sources of upward pres-sure on the unit. If there is the possibility that pressure will be exerted, Clivus rec-ommends a drain to daylight. Also, the M54W should not be located in expansive soils, such as clay.

The M54W Composter Base may be fully buried for ground level access, partially buried, or it may rest on the surface. ADA access requires a platform in front of the door and a ramp if the building is not at ground level. Tie-downs may be needed to meet wind loadings.

Locate the M54W so that either side of the restroom faces magnetic south. The

solar panel must be on the south side of the roof with 120˚ of unobstructed sun-shine to function properly (no trees shad-ing the south side of the roof for most of the day).

Receiving the ShipmentCheck for DamageExamine the Clivus composter and its contents carefully for evidence of damage or rough handling.

Minor Damage: Do not sign the shipping receipt until the carrier has noted the damage on the Bill of Lading.

Significant damage: DO NOT SIGN the shipping receipt. Refuse the shipment and immediately call Clivus Multrum, Inc. at 1-800-425-4887.

Check Parts ImmediatelyMost of the Clivus system components are packed inside the composter for ship-ping. If the shipment is accepted, immedi-ately cut the strapping, open the package, and remove the components packed inside.

Check item numbers on kit boxes against the packing list, but do not open individ-ual kits until needed for assembly. Identify the parts and check them against the packing list. Damage, shortages, and discrepancies must be reported to your local authorized representative or Clivus Multrum, Inc. within 5 working days. If the composter will not be installed immedi-ately, secure all components in a safe location which is protected from the weather.

FOR�REPLACEMENT�CLAIMS�CLIVUS�MULTRUM®�INC�MUST�BE�NOTIFIED�OF� ANY� CONCEALED� DAMAGE� OR�MISSING�PARTS�WITHIN��WORKING�DAYS� FROM� RECEIPT� OF� GOODS�AFTER�THIS�PERIOD�ANY�ADDITION-AL� PARTS� REQUIRED� MUST� BE� PUR-CHASED� AT� THE� CUSTOMER’S�

EXPENSE

MaterialsAn installation kit is provided with each composter that includes sealant, pine shavings, screws, nuts and washers.

You will also need to obtain the following materials locally:

• 100 cubic feet of 1" crushed stone

Toolsbackhoetransit4' or 6' levelshovels3 pound maul3' length 2X4 board (scrap)2 tape measurescarpenter’s square2 or 3-8'step ladderscrescent wrenchstaple gun with supply of staplescaulking gunhammer(s)pliersutility knife1/4" hex-head driver bitassorted screwdrivers2 each 11/64", 7/32", 3/16", 3/8" & 1/2" drill bits2 cordless drillscircular saw miscellaneous carpenter's tools

K E E P � T H I S � M A N UA L�HANDY� FOR� FUTURE�REFERENCE�OR�SERVICE

The M54W meets the requirements of the Department of Justice, 28 CFR 36, ADA Standards for Accessible Design. Please check local building codes to ensure com-pliance.

��|��M��W�Installation�Manual

Typical Configuration

1 18"lengthoverall

36"

Roof

MaintenanceHatch

VentSolarPanel

Toilet

Composter

(optional)


Set Composter BaseExcavate Hole for BaseDig a hole approximately 9’ (W) X 12’ (L) X 5' (D) deep. Level the hole with the transit. Add about 80 cubic feet of crushed stone into the hole and level again. The maximum finish depth of the hole is 46". This will allow 2" of the plastic tank to be above grade and avoid rainwater intrusion.

Clivus recommends a drain-to-daylight to avoid upward pressure on the compost tank from ground water or run-off. This should be created now.

Place Composter BasePlace the M54W Composter Base with the Liquid End-Product Removal Port at the front on the lev-eled bottom of the hole. Check with the 4' or 6' level. Add or remove soil or stone until the Base is level.

Note: The top lip of the Composter Base should extend at least 2" above grade to avoid rainwa-ter intrusion.

Place Anchors (for wind-loading)Place anchors in bottom of hole as shown in Figure 2. Feed one end of wire rope through the center hole and back up through center hole, and secure using two wire rope clips. Feed other end of wire rope through eye-bolt and secure using two wire rope clips. Drive two stakes through any of the four holes in the anchors.

Backfill Around BaseBegin backfilling with remaining crushed stone and complete with soil. Compact the fill vertically rather than against the sides of the Base.

Add Starter BedAdd the three bales of planer shavings to the Composter Base (supplied with unit). Rake out the starter bed evenly. Do not use Redwood, Cedar, other aromatic woods or treated lumber.

Distribute 20 gallons of water throughout the Base. Allow it to soak into and drain through the starter bed material. Pump the excess water out of the Liquid Storage Chamber and redistribute the starter bed material if it has become dis-lodged.

Installation and Assembly Instructions

Figure 1. Excavated Hole

Figure 2. Anchor System

g r a v e l e a r t h

composterbase

composterbase anchor system

maintenance area composting chamber

dividing wall starter bed

composterbase

Figure 3. Adding Starter Material


Exploded View

Composter Base

Composting Chamber

ToiletCompost

Access Lid

Corner Channel

Solar Panel

Roof

Vent Stack

Vent Stack

Floor Channel

Liquid End-ProductRemoval Port

Solar Ba ery(optional)

Ba ery Storage

Maintenance Area

Door

Top Channel

Deck Plate

Window

(optional)


Installation and Assembly Instructions (continued)

Figure 8. Door Wall Installation

Roof Markings

Figure 9. Position the Roof

Figure 10. Fasten the Roof

8d nails

3/4”

16” on cente

r

Figure 11. Fasten Panels -

Bottom & Top Edges

Set Door WallRun a bead of construction cement on the two door wall floor sill plates. Tilt the door wall panel into place on top of the sill plates. Hold door wall in place. From the side of the building, measure 2-1/2" and insert 6” screws through exte-rior OSB and into the window wall panel at 12" on center (Figure 7).

Set Angled 2"x6"x92" Run a bead of construction cement in the opening at the top of the side walls. Set the angled 2"x6"x92" inside the opening at the top of the side walls for making the roof attachment. Attach from outside using 8d nails 6" on center. Repeat inside building using white nails.

Position the RoofPlace one of the roof panels on top of the building, lining up markings on the edges of the roof with the window and door wall panels (shorter overhang in rear). See Figure 12. Secure the roof panel at the window and door walls using two 6" screws to hold the roof panel in place. Place the second roof panel making sure that it meets the first panel at the peak. Using 6" screws, secure both roof panels to the front, rear and side walls every 12" on center within the guideline markings on the roof panels. Note: be sure to establish the proper angle for the 6" screw pen-etration into the opposite roof panel. At the peak, insert 6" screws through the OSB and roof panel 2"x6" and into the opposite roof panel 2"x6" (Figure 11). Continue every 12" on center at the peak.

Fasten PanelsMeasure 3/4" above the floor and insert 16d nails, passing through exterior OSB and 2"x4" floor sill (Figure 12). Repeat 12" on center around the building as need-ed. Repeat inside building using painted nails Measure 3/4" below the roof and insert 16d nails, passing through exterior

6” screws

Roof Panel 2”x6”


Figure 4. Floor Panel Installation

flooraccesshatch

steel fi ings

rear wall

floor

floor

side wall

Figure 6. Side Wall Installation

Figure 5. Window Wall Installation


Erect BuildingPlace Floor PanelCenter the floor panel over the com-post tank, with the access hatch over the front of the tank. Line up the steel fittings on the tank and the floor so that the holes will receive the 2" bolt that secures the floor to the tank. Tighten the bolts with the nuts and washers pro-vided.

Set Window WallRun a 5/8" bead of construction cement on the top of the sill plate that will receive the window wall. Slide the win-dow wall panel onto the sill, centering it across the rear of the floor (white FRP finish faces inside of building). From exterior OSB, drive 8d nails 3/4" above floor through OSB exterior and into floor sill every 6" on center.

Set Side WallsRun a 5/8" bead of construction cement on the center of the floor sill on one side of the building. Place a 92" wall panel on the sill (white FRP finish faces inside of building). The ends of the side wall panels will be flush with the outside surface of the front and rear panels. From the side of the building, measure 2-1/2" and insert 6" screws through exte-rior OSB into the window wall panel at 12" on-center (Figure 7).

Repeat for other side.

6” screws12” on center

3/4”

Figure 7. Fasten Panels -

Corners

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Rear Wall: There are twelve 8” boards for the rear wall: eight angled boards (four long, four short) and four square boards. Position two of the long, angled boards on either side of the window so that they cover up to the inside edge of the white window frame (see figure 17). There are two 3” x 33” pieces for the top and bottom of the window to complete the first level of the window frame. There are two 3” x 21" pieces for the finished sides of the window frame, and two 3” x 39" pieces for the finished top and bottom of the win-dow frame (see figure 17). Apply remain-ing angled boards allowing for appropriate space between; apply square boards beneath window. Apply clear silicone caulk around the window where the wood meets the plastic window frame.


Figure 16. Window Wall Trim

3” x 33” Sub-trim

3” Finished frame3” Finished frame


OSB and 2"x6" beveled top plate. Repeat 12" on center around the building as need-ed. Repeat inside building using painted nails.

Install Vent SystemSlide the 10' ABS pipe through the pre-drilled vent hole in the roof (Figure 15). Push the ABS fan assembly up through the vent hole in the floor and connect to the 10' pipe with the 4" coupling provided. No glue is needed. Turn the fan assembly so the fan faces to the right, parallel to the front of the building.

Trim & FinishTrim RoofAttach 1/4” plywood pieces to exterior underside of roof using 2-1/2” stainless steel ring shank nails provided. Trim ply-wood as needed. Attach the 5-1/2” facia boards around the gable and rake ends of the roof. Field cut to size and angle.

Use vent flashing, roof paper, drip edge and roofing nails to shingle roof.

Trim Building - Standard FinishRemove white brick molding from outside of door frame. Wrap building with house wrap, starting at bottom of building and overlapping layers by 4”. Staple into place.

Note: Trim length of boards as needed.

Side Walls: There are ten 8” wide boards for each side. Attach the front board flush with the front wall panel. Attach the rear board overhanging the rear wall panel. See figure 16. Use 2-1/2” stainless steel ring shank nails provided. Fill in between with remaining 8” boards, leaving approximate-ly 1” between each board. Note: boards are irregular in width so make sure proper space is allowed between boards before final attachment.

Floor

4” ABS pipe (through roof)

4” coupling

4” ABS pipe

Fan

Toilet flange

ABS T-Y fi ing

ABS clean-out

Drain hole (pre-drilled)

Trim

OSB

Foam

End view

Drip edge

Trim

Figure 12. Vent System Figure 13. Roof Trim


Figure 14. Side Wall Trim

Figure 15. Corner board & battens

View from Above

3” Batten

Side 8” board

Rear

8” b

oard

Fron

t 8” b

oard

3” B

atte

n

3” Batten

Side 8” board

3” B

atte

n


Figure 19. Typical Solar Wiring

Rear View

mountingbracket

(+) (-)

1 2 3 4 5 6 solar panelcable

wiring box

solar panel

Figure 20. Solar Panel Components

Solar panel

Figure 18. Mounted Solar Panel

Controller

PV Ba ery Load+ +- - -

Ba ery

Fan

Solar Panel(PV)

-

+

+

Electrical ComponentsMount Solar Panel (optional)Locate solar hardware package. Use four aluminum brackets for mounting a single panel system. Multi-panel systems may include two aluminum rails for joining pan-els. Carflex connector is provided for wir-ing multiple panel systems in series.

Use a screwdriver to knock out the plastic indentation on the solar panel wiring box and attach the strain relief fitting. Strip and expose the solar cable (2-strand, 14 gauge, insulated). Feed the wires through the strain relief and screw on the strain relief ring. Attach the black (negative) strand to the negative terminal and the red (positive) strand to the positive termi-nal. (Note “+” and “-" markings on solar panel terminal strip.) Screw on wiring box cover.

On the south-facing side of the roof, use the panel as a guide to mark for the holes to receive the well nuts or lag screws to attach the panel to the roof. Caulk all roof penetrations.

Drill a 1/2" hole in the ABS vent pipe near top of the vent flashing. Feed the cable down the pipe and out the clean-out nut. Leave the lower hole unsealed to allow moisture to drain.

Solar Power Wiring (Typical)

Place the battery on the shelf under the hinged Compost Access Lid. Mount the Controller on the Composter Base wall, near the Battery. Cut about 2' length off the end of the solar cable. Split 6" at one end and 2" at the other. Attach the 6" ends to the battery--Red to Positive, Black to Negative. The 2" end connects to the Controller--Red to Battery Positive, Black to Battery Negative. Use caution when wiring the Controller to avoid permanent damage to the part.

Follow the wiring diagram on this page for typical solar systems. The fan will operate when battery charge exceeds 12.6 volts.



Front Wall:

Apply the two longer angled boards so that they cover the white door frame up to about 1/2”. There is one 3” x 36-1/2” piece that goes above the door (leave 1/2” of the white frame exposed). See figure 18. There are two 3” x 81” boards for the finished vertical sides of the door frame and one 3” x 42” piece for the top of the door frame. Apply remaining angled boards leaving appropriate space between.

Battens

Measure and cut the battens to length. Secure over the gaps between the larger boards, attaching to the adjacent wide board on one side only with 2-1/2” stain-less steel ring shank nails. Nailing to one side only will allow seasonal wood move-ment. See figure 16 for corner batten scheme.

Interior Trim:

Cut and nail 1" plastic strips where walls and floor meet, for side panel joints, and for ceiling angle using 1-1/2" finish nails.

Use the white caulking on corners or other seams as needed.


Figure 17. Door Wall Trim

3” x 36-1/2” Sub-trim3” x 46” Finished trim

3” x 81” Finished trim

� ��|��M��W�Installation�Manual

threshold

doorsweep

doorcloser

restroom sign

55 1/2”

Figure 24. Door Closer & Door Sweep Location

Figure 25. Restroom Sign


Door HardwareInsert lockset into pre-drilled hole, button side in, handle facing the door hinge. Secure mounting plate to chassis with screws provided. Snap rose onto inside and push on remaining handle.

For the door closer, follow the manufac-turer’s instructions for top-jamb installa-tion for 120º door swing. Use the includ-ed lag screws for all six attachments. Blocking is in place to receive these bolts when the closing device is mounted above the door, according to enclosed installation instructions.

Restroom SignAttach restroom sign on right side of the exterior of building (on the latch side) using 3/4" TEK screws. The bottom edge of the sign measures 55 1/2" from the floor, putting the center of the sign at 60" above floor grade.

Final ElementsThe stall plaque is placed on the inside of the M54W above the toilet paper dispens-er.

The hasp to lock the Compost Access Lid should be placed on the left side of the base with half on the base and half on the hinged floor panel. This protects the Battery and Controller and prevents access to the Composter Base.

Install the door sweep and threshold.

Install waterless, towel-less hand sanitizer dispenser.

Use the black caulking to caulk at the top of the floor channels to keep out rain water.

Parts & HardwarePartsComposter base with anchorsFloor panel and compost access lidFloor sill plates (pre-mounted)

Window wall panelDoor wall panelSide wall panels, 48” (2); 44" (2)Roof panels (2)Steel fittings with bolts, nuts & washers (2)2"x4" lumber: 4 angled2"x6" lumber: 2 beveledSplines (4)Boards & battens1-1/4" trim piece for window frame (2)1-1/4" trim piece for door frame (1)1"x3" boards for window & door framesPlywood & 1"x4-3/4" for roof trimPrimed 3/4"x2" for interior trimConstruction cement (2)House wrapDrip edgeRoofing package (shingles, metal or cus-tom)Fan assembly, AC or DCABS vent pipeToilet assemblyToilet chuteADA grab rails (42" - 2; 18" - 1)Door knob assemblyDoor closerDoor sweep

Stall PlaqueADA restroom signMC100 Multrum CleanerMB100 Multrum BacteriaMaintenance tools (2)Solar system (optional)

HardwareNails: 8d; 2-1/2" ring shankScrews: 6” - 60Padlocks (1)Sealant (black - 1; white - 2; clear - 1)

Starter Bed MaterialSoftwood Planer Shavings (3)

This completes the installation of the M54W composter. For general care of the system, consult the Maintenance Manual.

QUESTIONS�ABOUT�THE�INSTALLATION�OR�OPERATION�OF�THIS�DEVICE�SHOULD�BE�DIRECTED�TO�YOUR�LOCAL�CLIVUS�MULTRUM�REPRESENTATIVE�OR�TO�CLIVUS�MULTRUM�INC


Fixture InstallationInstall ToiletRemove the screw at the front of the toilet and remove the top/liner. Position the toi-let base with 2" clearance from the Window Wall. Use the 3/16" drill bit to drill pilot holes for the screws packed with the toilet. Attach toilet base to floor with 4 screws and washers.

Push the green toilet chute into the hole so the flange rests firmly on the floor. Replace the toilet top/liner, being sure the liner fits inside the chute while the hook engages on the back of the toilet. Replace the front screw and caulk around toilet base using the white caulking provided.

Add Grab BarsMount the rear 42" grab bar on the Window Wall 34" from the floor on-center, with 6 clear inches in the back right corner as you face the rear of building. Level the bar and mark the holes at each end. Use 1 1/4” self-tapping screws to secure.

Repeat for the side wall 42" grab bar, leav-ing 12" between the rear wall and the bar.

Install the 18" vertical grab bar with the bottom of the bar 40" above the floor, and with the center line of the bar located 40" from the rear wall. Level the bar and mark the holes at each end. Use 1 1/4” self-tap-ping screws to secure.

These measurements are based on the International Building Code's ANSI approved ADA Accessibility Guidelines. Consult local building codes to ensure compliance.

Toilet Paper DispenserInstall the dispenser at a minimum height of 19" on-center and a maximum of 36" from the back wall at its furthest edge (or consult local ADA regulations). Mark and drill holes using the 3/16" bit. Use 1 1/4” self-tapping screws to secure.


Liner

Toilet Base

Chute

Liner

Chute

Base

Top

Base from above

Detach Topfrom Base

ScrewHoles

Secure Baseto Floor

Re-a achToilet Top

(Liner inside chute)

34"

6"

rear wall

36" maximum

19"minimum

side wall

12"

39" - 41"

39" - 41"

Figure 21. Toilet Installation

Figure 22. Clivus sign

Figure 23. Rails & Dispenser Installation

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1'-0"

1/2"

4" CONC. SLAB W/ #4E/W @ 18" O.C. OVER 4"CLASS 2 SUBBASE OVERCOMPACTED BASE

MPB442 W/ (2)5/8" MACHINE

BOLTS

2X12 TRIM-MITTERED@ CORNERS- TO 4X4W/#10X3" SCREWS &@ CORNERS APPLYCONSTRUCTION GLUE 4X4 POST

ALIGNDG

2'-1

0"

4"x4" DF#1 POST

4"x6"

2"x6" REDWOODFASCIA 2"x4" @

16" O.C.

3" GALV. OGEEGUTTER

RESTROOM

SHELF

--

5

--

4

--

2

--

3

2"

2 1/2"

2X4 RAFTER @ 16" O.C.

RESTROOM

ROLLED ROOFINGO/3/4" PLYWOOD

24 CONTINUOUS SHEETMETAL GALV. FLASHING

#8 W/BONDEDWASHER @ 12" O/C

3/4" DIA. X 12"L.S W WASHER,DIP IN CONST.

GLUE PRIOR TOINSTALL

2X4 CONT LEDGER

U24

2'-2"

7'-5

"

4"

6"

(N) 4X4 POST W/SIMP. #MPB442

4

4"

--

7'-0

"

2'-0"

2x6 DF #2LEDGER W/#10X3"INTO WALL

4" Ø. LSW/WASHER

4X4 POST 2"ØRUN DS. FACE OFPOST WITH KICK

OUT & BOTTOM

2x6 REDWOOD

SINK

2x4 SHELFJOIST @12" O/CW/U26BOTH ENDS

2X6 REDWOODALL 3 SIDES

3--

4X4 POST 2"Ø RUNDS. FACE OF POSTWITH KICK OUT @BOTTOM TO FLOW

TOWARDS DIRT

GUTTER

ROLLED ROOFING

2x6 REDWOODBARGE BD.BOTH ENDS

2X6 REDWOODALL 3 SIDES

2X4" DF RR @16" O/C

2" Ø GALV. D.S.

2%

2%

1--

5--

2X4 JOISTS @ 12" O.C.W/U24 BOTH ENDS

2X6 REDWOOD

2'-1

0"

2'-5

"

2X6 REDWOOD

U26

SLOPE 2%

2 1/2" Ø. SCH. 40 PVC PIPE

CONC.SLABDIRTCAP CHRISTY

BOX B12

3" DIA. SCH 40 PIPE

1500 GAL. HOLDING TANK(CONCEPTUAL NOT FOR SCALE)

3" 3/4" Ø. RIVER ROCK

SINK

1.5" DIA. WATER LINESEE A3.1

SCALE: 1 1/2"= 1'-0" 4POST @ FOOTING

SCALE: 1" = 1'-0" 1ROOF ELEVATION

SCALE: 1 1/2"= 1'-0" 5RAFTER CONNECTION

SCALE: 1 1/2"= 1'-0" 6FOUNDATION PLANSCALE: 1 1/2"= 1'-0" 7SINK BASE FRAMING

SCALE: 1 1/2"= 1'-0" 8ROOF PLANSCALE: 1 1/2"= 1'-0" 3SHELF FRAMING

SCALE: 1 1/2"= 1'-0" 9HOLDING TANK (CONCEPTUAL NOT FOR SCALE)

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NOPARKING

NOPARKING

NOPARKING


P.O.C.

L3.12

12'-0"

01

COMMUNITYGARDEN

SIGN

STUBS FOR FUTUREAUTOMATICCONTROL VALVES

STUBS FOR FUTUREAUTOMATICCONTROL VALVES

02

02

C

PATCH W/3" AC OVER 6"CLASS 2 BASE @95%

COMPACTION OVER 95%COMPACTED SUB BASE

2" Ø PVC SCHEDULE 40TO <E> 6" Ø WATER

LINE IN STREET

BACKFLOW

METERW/METERBOX

2" Ø PVC SCH 40, TYP.

1-1/2" Ø PVC SCH 40, TYP.

1" Ø PVC SCH40, TYP.

1-1/2" Ø PVCSCH 40, TYP.

TO SINKCONTRACTORTO DO

TYP.

M

1-1/2"

1-1/2"

SCALE: 1/16" = 1'-0" 1PLUMBING PLAN

01

02

SIZEMAKE MODELSYMBOL DESCRIPTION NOTES

POINT OFCONNECTION

MAIN LINE

LATERAL LINE

DRIP TUBING

PVC SLEEVE

-

-

-

PEPCO

-

-

-

-

P-QB

-

-

-

-

1/4"

-

-

4

7

7

7

1, 7

1 1/2"

P.O.C.

CONTROLVALVE

REDUCED PRESSUREBACKFLOWPREVENTOR

FEBCO 2" 10LF825Y

HOSE BIB EVERY 4 PLANTERS SEE 2/L3.1

##

SYMBOL LEGEND

KEY NOTES

GENERAL NOTES

HOSE BIB - - - -


PROPERTY LINE

MONITORING WELL

FIRE HYDRANT

GAS LINE

WATER

WATER LINE

STUB FOR FUTURE IRRIGATION

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- - - -

- -1. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OFWORK

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<E> FENCE TO REMAIN

60'-0

"

48'-6"

3'-0

"4'

-0"

33'-4"

77'-0"

70'-

0"

10'-

0"

<E> ELEC POLE

NOPARKING

NOPARKING

FISHER AVE.


<E>AC

A1.315

COMMUNITYGARDEN

SIGN

<E> FENCE TO REMAIN

01

<E> ELEC POLE

<E> FENCETO REMAIN

FISHER AVE.

18" DIA. WALNUT

<E>AC

WATER

3'-0

"4"

4" D

G

7'-0

"

12'-0"12'-0"2"X6"

TOP OF DG

6X6 REDWOODPOSTS


2"X6"

4"X4" BLOCK @ JOINTS TYPICAL

3/4" AC PLYWOOD -PRIME ALL SIDES &

EDGES PRIOR TOINSTALLATION &

EXTERIOR 2 COATSOF PAINT - COLOR BY

ARCHITECT

4"X6" W/U46 BOTH BONDS TYP.

USE # 10'X2-1/2" O/CEDGE 18"O/C FIELD

12" Ø. CONC.2500 PSI

4--

7-3/4" V.I.F.

2"

2"

1/2" KICK

24 GA. GALV.METAL CAP

GALV. CORRAGATEDSIDING

24 GA. GALV.METAL CAP

3/4" AC PLYWOOD

GALV. CORRAGATEDSIDING

HEM THIS EDGE

6X6 POST

SCALE: 1" = 10' 1FENCING PLANSCALE: 1" = 10' 3EXISTING/DEMO FENCING PLAN

01

SCALE: 1/2" = 1'-0" 2WALLSCALE: 1:10.67 6WALL DETAIL

##KEY NOTES

GENERAL NOTES

EXISTING FENCE/GATES TO BE REMOVED

SYMBOL LEGEND



FENCE WITH BRACING

PROPERTY LINE

MONITORING WELL

FIRE HYDRANT

GAS LINE

WATER

WATER LINE


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NOPARKING

NOPARKING

NOPARKING


A1.2-

14'-0"

55'-0"

12'-0"

55'-0"

43'-0"

56'-0"

14'-0"

62'-6"

12'-0"

43'-0"

55'-0"

12'-0"

56'-0"

14'-0"

12'-0"

COMMUNITYGARDEN

SIGN

01

SCALE: 1/16" = 1'-0" 1METAL EDGING PLAN

01

##

SYMBOL LEGEND

KEY NOTES

GENERAL NOTES

METAL EDGING, SEE A1.2 FOR DETAIL REFERENCES


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ON

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NEW FENCE SECTION TOCLOSE OFF GARDEN AREA

NOPARKING

NOPARKING

NOPARKING


12'-0"

COMMUNITYGARDEN

SIGN

SCALE: 1" = 20' 1LANDSCAPE PLAN - FOR REFERENCE ONLY

COMMON NAMEBOTANICAL NAMESYMBOL

COAST LIVE OAKQUERCUS AGRIFOLIA

SIZE QTY REMARKS

SEE DETAIL 1/L3.1#

1. ALL TREES TO REMAIN UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL <E> UTILITIES PRIOR TO ANY EXCAVATION.

3. ALL SPOILS, DEBRIS, AND INCIDENTAL ITEMS TO BE REMOVED SHALL BE HAULED OFF SITE BY CONTRACTOR AND BE DISPOSED OF IN ALAWFUL MANNER AS IT ACCUMULATES.

4. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE IN ANY WAY, ANY <E>ELEMENTS NOT DESIGNATED FOR REMOVAL. SUCH DAMAGE IS THERESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

5. SHUT OFF ALL WATER, GAS & ELECTRIC WILL NEED TO BE COORDINATED W/<E>SITE OPERATIONS

6. THE SITE MUST BE CLEANED AT THE END OF EACH BUSINESS DAY.

7. CONTRACTOR TO MAINTAIN A SAFE, SECURE SITE.

8. THIS DRAWING REFLECTS THE <E> SITE CONDITIONS TO THE BEST OF OUR KNOWLEDGE

9. CONTRACTOR TO COORDINATE FINAL LOCATION/LAYOUT OF ALL PLANTS W/ARCHITECT ONSITE PRIOR TO PLANTING

GENERAL NOTES

PLANTING LEGEND FOR REFERENCE ONLY PLANTS PROVIDED BY CITY OFMH AND PLANTED BY OTHERS

TREES

ELDER BERRIESABUCUS NIGRA SEE DETAIL 1/L3.1#

15 GALRED BUDCERCIS OCCIDENTALIS SEE DETAIL 1/L3.1#

15 GAL

15 GAL

15 GAL SEE DETAIL 1/L3.1#BLUE OAKQUERCUS DOUGLASSI

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U.O

.N.

ON

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REVISIONS

NOPARKING

NOPARKING

NOPARKING


12'-0"

COMMUNITYGARDEN

SIGN

C

CONTRACTORTO DO

03

03

M

1

2

3

SCALE: 1/16" = 1'-0" 1IRRIGATION PLAN - FOR REFERENCE ONLY

01

02

03

SIZEMAKE MODELSYMBOL DESCRIPTION NOTES

POINT OFCONNECTION

MAIN LINE

LATERAL LINE

DRIP TUBING

PVC SLEEVE

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

4

7

7

-

1, 7

1 1/2"

P.O.C.

CONTROLVALVE

REDUCED PRESSUREBACKFLOWPREVENTOR

FEBCO 1 1/2" 10LF825Y

##

SYMBOL LEGEND

KEY NOTES

GENERAL NOTES

1. SLEEVE TO BE TWICE THE SIZE OF THE PIPES

2. ALL IRRIGATION LINES UNDER PAVING TO BE INSTALLED WITHINA SLEEVE. IRRIGATION LINES IN SAME PROXIMITY TO BEINSTALLED IN SAME SLEEVE

3. FOR CONTROLLER INSTALLATION, SEE DETAIL 4/L3.1

4. FOR REMOTE CONTROL VALVE INSTALLATION, SEE DETAIL 10/L3.1

5. FOR HOSE BIB INSTALLATION, SEE DETAIL 2/L3.1

7. FOR IRRIGATION LINE INSTALLATION, SEE DETAIL 2/L3.1

10. FOR REDUCED PRESSURE BACKFLOW PREVENTOR SEEDETAIL11/L3.1

HOSE BIB - - - -

CONTROLLERC

CONNECT ALL VALVES TO CONTROLLER

IRRIGATION PLAN FOR GENERAL CONTRACTOR REFERENCE ONLY

WELL POWER

HUNTER NODE-600 - -

- - - -

PROVIDE 1" PVC SCH 40 SLEEVE

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36"

2, SDS25500 SCREWSPER HOLDERHOSE HANGER

TO WALLCONDUIT LOCATED NEXT1 1/2" RIGID MTL

FINISH GRADE

18"

12"

FLOOR

5'-0

"

- INSTALL AS PER LOCAL CODES AND MANUFACTURER'SINSTRUCTIONS. SECURE TO WALL W/APPROVEDANCHORS.

- CONTROLLER TO BE INSTALLED ON SIDE OF BUILDING

- ALL CONTROLLER WIRE TO BE 14 GAUGE DIRECT BURIAL.- PVC SLEEVE REQUIRED WHEN WIRE PASSED UNDER PAVING.

WALL

NODE - 600CONTROLLER

BYVOLUNTEERS/

GARDENERS

BY CONTRACTOR

COMPACTED BACKFILL

SIDE OF MAIN LINE

BACK FILLED W/2"TRENCHES UNDER PAVING

MAIN PVC LINE. TAPE

LATERAL PVC LINES

18"

AT 20'-0" O.C.

WIRES TO BOTTOM

FINISH GRADE

12"

SAND COMPACTED @90%IN LAYERS

PAVING

SLEEVE

2"6"

SNAKE PVC PIPE

TRENCH

IN TRENCH

SHRUB

INSECT PLUG

SUPPORT STAKE

FINISH GRADE

PEPCO QUADRA BUBBLER

CLAMP PLATE

1/2" RISER, LENGTH AS REQUIRED

1/2" PVC TEE OR ELBOW

PVC LATERAL LINE

P-QB TUBE PER SHRUB AS SHOWN ON PLANS

DRAIN ENTIRE BACKFLOW UNITWRITTEN INSTRUCTIONS ON HOW TOPROVIDE OWNER W/COMPLETE

TEST COCKS ON SIDE AWAY(ie. WALL, BUILDING ETC.) MOUNTWHEN UNIT IS NEXT TO STRUCTURE

NOTE:

3.

2.

1.AT A MIN. OF 24" FROM ANYEQUIPMENT TO BE INSTALLED 18

" M

IN.

TURN OVER TO OWNERREMOVE BOTH HANDLES ANDAFTER COMPLETION OF WORK

GALVANIZED 90° ELL

12"

MIN

.

FROM WATER SOURCE

PLACES)ELL (TYPICAL 2GALVANIZED 90°

MAIN LINE SCH. 40 PVCFLOW

BLOWOUT W/AIR COMPRESSOR

(2) PLACES

12"x 12"x 12" CONCTYPICAL (2) PLACESGALVANIZED NIPPLE

GALVANIZED UNION- TYPICAL (2) PLACESFINISH GRADE

GALVANIZED NIPPLE

GALVANIZED NIPPLE- TYPICAL (4) PLACESBACKFLOW PREVENTER ASSEMBLY

GALV. TEE W/1" PLUG FOR SPRINKLER

THRUST BLOCK- TYPICAL

STRUCTURE OR HARDSCAPE

FROM STRUCTURE.

TO PREVENT FREEZING.

AND VALVEBETWEEN GRAVEL4" CLEARANCE

TAPE & BUNDLE WIRE TO SIDE OF

6" DEEP PEA GRAVEL SUMP

12" DEEP MIN.CLASS 200 PVC LATERAL

SCH 80 PVC

SCH. 80 PVC SS T.O.E. NIPPLE

SCH. 80 SS90

SCH. 40 PVC MAIN 18" DEEP MIN.

PAVING BRICK

24" COILED WIRE NIPPLEST T.O.E.

MAIN LINE AT 20'-0" O.C.

FINISH GRADESCH 80 PVCTHREADED NIPPLE

PLASTIC VALVE BOXHEAVY DUTY LOCKABLE

NOTE: 1. ALL WIRE TO BE INSTALLEDAS PER CODE.

2. COMPACT SOIL AROUNDBOX.

ELECTRIC VALVE

8"

5'-0"

6'-0

"+8"

MIN

.

2"x8' DIA LODGE POLE PINETREE STAKES, TREATED

AMENDED PLANTING MIXAS SPECIFIED

SET TOP OF ROOT BALL1" ABOVE FINISH GRADE

PLACE THIS TIE BELOWMAIN FORK (6" MAX)-SEE DTL. ABOVE

TREE

TREE STAKESWONDER TREE TIE OR APPROVED EQUAL

TREE BASE PROTECTION

2" MIN. MULCHWATER BASIN 4"

FERTILIZER TABLETS

IRRIGATION/AERATION PIPES FOR TREESNEAR CONC: USE 4"X3'-0" PERF.STYRENE WRAPPER W/ ADS SOCK &FILLED W/18" OF 1/2Ø GRAVEL, USE2 PIPES /15 GAL. TREES, 3 PIPES /24"OR LARGER

MOUND OF TAMPED FIRM AMENDED SOIL

PLANT PIT SHALL BE 2X AS WIDE ASBALL AND BE A MIN. OF 8" DEEPER(ANGLE SIDES OF PIT)

IN HEAVY CLAY SOILS OR WHERETHERE IS A HARD PAN, AUGER AN8" HOLE 6' DEEP OR THROUGH THEHARD PAN (BACKFILL W/AMENDED SOIL)

ROUGHEN SIDES &ROOT BALL

BOTTOM OF HOLE

FINISH GRADE

1X4 ROUGH RDW W/2-2"GALV. NAILS- LOCATED ONPREVAILING WIND SIDE

18"

(2) - ½" X 4½" SST LAGSCREW W/ WASHER PERBOARD PER 4X4 POST

8" ø CONC X 2'-0"FOOTING, 2000PSI @ 28 DAYSBY VOLUNTEERS

FIN. GRADE

4"X4"

1" WIDE MTL STRAPS -TYP. OF 2

3/4" GALV. RISER

MAIN WATER LINEBY CONTRACTOR

3/4"X3/4" BRASS HOSE BIBB

3/4" GALV. RISER1" WIDE MTL STRAPS -TYP. OF 2

4"X4"

2"x12"


TO BE CONSTRUCTED BY VOLUNTEERS/GARDENERS

TO BE CONSTRUCTEDBY CONTRACTOR

(3) 20DGALVINIZED

NAILS PER POST

SCALE: 1/2" = 1'-0" 9HOSE HANGERS

SCALE: 1' = 1'-0" 4CONTROLLER

SCALE: 1' = 1'-0" 2TRENCHING

SCALE: 1' = 1'-0" 3QUADRA BUBBLERSCALE: 1' = 1'-0" 11REDUCED PRESSURE BACKFLOW PREVENTER

SCALE: 1' = 1'-0" 10AUTOMATIC VALVE

SCALE: 1' = 1'-0" 1TREE PLANTING & STAKING

SCALE: 1 1/2"= 1'-0" 2HOSE BIB

new community garden installation

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