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
03LW A
ER N E9
No. C 26,458
M I L E S
EL
L E
SY L.
-- 1
9
NOT VALID WITHOUT SIGNATURE
LEI C
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IC H T ER
A
S T A T E FO CN AI
OI F RL
TITL
E SH
EET
CIT
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F M
ORG
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L15
690
RAIL
RO
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AVE.
, M
ORG
AN
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L, C
A 9
5037
NEW
CO
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UN
ITY
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1
2
3
REVISIONS
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
Sheet Number where shown
Column or Shear Line Designation
Center Line of Column or Shear Wall
Sheet Number where shown
Detail Reference Number
Elevation Reference Number
Sheet Number when shown
Direction Indicator
Detail Reference Number
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>OTBTRTTYP
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
RTH
TRUENORTH
TRUENORTH
PROJ
ECT
NORT
H
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
A0.2JOB 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
03LW A
ER N E9
No. C 26,458
M I L E S
EL
L E
SY L.
-- 1
9
NOT VALID WITHOUT SIGNATURE
LEI C
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IC H T ER
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S T A T E FO CN AI
OI F RL
SIT
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ON
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5037
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1
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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.
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
A1.1JOB 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
03LW A
ER N E9
No. C 26,458
M I L E S
EL
L E
SY L.
-- 1
9
NOT VALID WITHOUT SIGNATURE
LEI C
DS E ANTC
IC H T ER
A
S T A T E FO CN AI
OI F RL
OVER
ALL
SIT
E PL
AN
CIT
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F M
ORG
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HIL
L15
690
RAIL
RO
AD
AVE.
, M
ORG
AN
HIL
L, C
A 9
5037
NEW
CO
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UN
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GARD
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1
2
3
REVISIONS
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
EXISTING ASPHALT<E> AC
ITEMS TO BE DEMOLISHED
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.
NO
RTH
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
A1.2JOB 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
03LW A
ER N E9
No. C 26,458
M I L E S
EL
L E
SY L.
-- 1
9
NOT VALID WITHOUT SIGNATURE
LEI C
DS E ANTC
IC H T ER
A
S T A T E FO CN AI
OI F RL
PARTI
AL
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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
ITEMS TO BE DEMOLISHED
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
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
A1.3JOB 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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.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
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
A2.0JOB 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
RES
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REVISIONS
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)
���|��M��W�Installation�Manual
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
M��W�Installation�Manual��|���
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)
����|��M��W�Installation�Manual
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”
M��W�Installation�Manual��|���
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
Installation and Assembly Instructions (continued)
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
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
A2.1JOB 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
RES
TRO
OM
DET
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S
CIT
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F M
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L15
690
RAIL
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3
REVISIONS
����|��M��W�Installation�Manual
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.
Installation and Assembly Instructions (continued)
Figure 16. Window Wall Trim
3” x 33” Sub-trim
3” Finished frame3” Finished frame
M��W�Installation�Manual��|����
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
Installation and Assembly Instructions (continued)
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
����|��M��W�Installation�Manual
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.
Installation and Assembly Instructions (continued)
M��W�Installation�Manual��|����
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.
Installation and Assembly Instructions (continued)
Figure 17. Door Wall Trim
3” x 36-1/2” Sub-trim3” x 46” Finished trim
3” x 81” Finished trim
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threshold
doorsweep
doorcloser
restroom sign
55 1/2”
Figure 24. Door Closer & Door Sweep Location
Figure 25. Restroom Sign
Installation and Assembly Instructions (continued)
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
M��W�Installation�Manual��|����
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.
Installation and Assembly Instructions (continued)
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
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
A2.2JOB 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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No. C 26,458
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REVISIONS
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)
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
A3.1JOB 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
03LW A
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No. C 26,458
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NOPARKING
NOPARKING
NOPARKING
LOADING/UNLOADING ONLY
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 - - - -
EXISTING ASPHALT<E> AC
PROPERTY LINE
MONITORING WELL
FIRE HYDRANT
GAS LINE
WATER
WATER LINE
STUB FOR FUTURE IRRIGATION
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- -1. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OFWORK
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
A4.1JOB 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
03LW A
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No. C 26,458
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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.
LOADING/UNLOADING ONLY
<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
6" 3/4" ØRIVER ROCK
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
EXISTING ASPHALT<E> AC
ITEMS TO BE DEMOLISHED
FENCE WITH BRACING
PROPERTY LINE
MONITORING WELL
FIRE HYDRANT
GAS LINE
WATER
WATER LINE
1. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OFWORK
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
A4.2JOB 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
03LW A
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No. C 26,458
M I L E S
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REVISIONS
NOPARKING
NOPARKING
NOPARKING
LOADING/UNLOADING ONLY
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
1. REFER TO TITLE SHEET FOR CONTRACTORS SCOPE OFWORK
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
L1.1JOB 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
03LW A
ER N E9
No. C 26,458
M I L E S
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NOT VALID WITHOUT SIGNATURE
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REVISIONS
NEW FENCE SECTION TOCLOSE OFF GARDEN AREA
NOPARKING
NOPARKING
NOPARKING
LOADING/UNLOADING ONLY
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
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
L2.1JOB 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
03LW A
ER N E9
No. C 26,458
M I L E S
EL
L E
SY L.
-- 1
9
NOT VALID WITHOUT SIGNATURE
LEI C
DS E ANTC
IC H T ER
A
S T A T E FO CN AI
OI F RL
IRRIG
ATI
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PLA
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FO
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EN I
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1
2
3
REVISIONS
NOPARKING
NOPARKING
NOPARKING
LOADING/UNLOADING ONLY
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
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
L3.1JOB 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
LAN
DSCAPE
AN
D M
ISC.
DET
AIL
S
CIT
Y O
F M
ORG
AN
HIL
L15
690
RAIL
RO
AD
AVE.
, M
ORG
AN
HIL
L, C
A 9
5037
NEW
CO
MM
UN
ITY
GARD
EN I
NSTA
LLATI
ON
1
2
3
REVISIONS
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"
6" 3/4" ØRIVER ROCK
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