HomeMy WebLinkAbout1209 Cabrillo Avenue - PlansABBREVIATIONS
(N AT
CENTERLINE
N NUMBER
° DEGREE(S)
a DIAMETER
t PWS or MINUS
(N) NEW
A.F.F ABOVE FlNISH FLOOR
qIC lURCONDI7IONING
ABV ABOVE
ACOUS. ACOUSTICAL
AD AFEA DRAIN
ADJ A0.IACENT
ADJUS. ADJUSTABLE
ALT. ALTERNATE
APPROX. APPROXIMATE
ARCH. ARCHITECT
B.0 BUILT UP
BD BOARD
BET BEiWEEN
BLDG BUILDIN('i
8LK BLOCK
BLKG BLOCKING
BM BEAM
BOT BO7TOM
CAB. CABINET
CER. CERAMIC
CIRC CIRCLE
CLG CEILING
CLOS. CLOSET
CLR. CLEAR(ANCE)
CNTR CWNTER
COL COLUMN
CONG CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
CON'R. CONTRACTOR
CPT CARPET
CTR CENTER
DBL DOUBLE
UEMO. DEMOLITION
DFT. DETAIL
DF DOUGLAS FIR
DIA. DIAMETFR
DIM. DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
DWR DRAWER
EA EACH
EL. ELEVATOR
ELEG ELEC7RICAL
ELEV. ELEVATION
ENCL ENCLOSE(URE)
EO EOUAI
EOU'�P. E�UIPMENT
FST. ESTIMA7E
EXH EXHAUST
EXIST or (E) EXISTING
EXP. EXPANSION
EXT. EXTERIOF
F.F FINISH FLOOR
F O.0 FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD(S)
FAU FORCED AIR UNIT
FIN. FINISH(ED)
FLR. FLOOR
FLUOR FLUORESCENT
FP FIREPLACE
FT FOOT/FEET
FfG FOO7ING
FURR. FURRED/FURRING
FUT FUTURE
G.C. GENERALCONTRACTOR
G.F.',. GROUNDFAULTINTERRUPT
GA GAGE
GEN. GENERAL
GL GLASS/GLAZING
GYF. GWSUM
H.C. HOLLOW CORE
H.VA.C. HEATING VENTILATING
HD HEAD
HDR HEADER
HDWF HARDWARE
HGT HEIGHT
HORIZ. HORIZONTAL
INSUL. INSULATION
INT. INTERIOR
JST JOIST
JT JOINT
KIT. KITCHEN
KPL. KICKPLATE
LAM. LAMINATED
LVR. IOUVFR
MA%. MA%IMUM
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFR MANUFACTUFER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD MOUNTED
MULL. MULLION
N.I.Q NOT W CONTRAC7
N T.S. NOT TO SCALE
NO NUMBER
O.A. OVERALL
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPP. OPPOSITE
P-LAM PLASTIC LAMINATE
P BD PARTICLE BOARD
PLV WD PLVWOOD
PNL PANEL
R.O. ROUGH OPENING
R.T W. RETAINING WALL
REF. REFERENCE
REFL. REFLECTED
REFR REFRIGERATOR
REG. REGISTER
REINF. REINFORCING
REa REOUIRED
REV. REVISION
RM ROOM
S.G SOLID CORE
S.E. STRUCTURAL
ENGINEERING
S.U.D. SPECIAL USE DISTRICT
SECT. . SECTION
SF SOUAHEFOOT
SHT SHEEf
SIM. SIMILAR
SKVLT SKVLIGHT
SPEC. SPECIFICATION
S�. SOUARE
S7. STEEL
STD STANOARD
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
T&G TONGUE & GROOVE
T.B.D. TOBEDETERMINED
T.O. TOP OF
T.V TELEVISION
TEL TELEPHONE
TEMP. TEMPERED
THK THICKNESS
THRESH. THRESHOLD
TVP. 7WICAL
U.O.N. UNLESSOTHEftWISE
NO7ED
UNFIN. UNFINISHED
V.I.F. VERIFV IN FIELD
VCT VINYL COMPOSITE TILE
VEN VENEER
VERT, VER7ICAL
W.C. WATER C�OSET
W.P. WATERPROOF
W/ WITH
WM WATER HEATER
WD WOOD
WR WATER RESISTANT
VJ� WEIGHT
GENERAL NOTES
1. ALL �IMENSIONS ARE TO FACE Of FINISM, UNlE55 OTHERN'ISE NOTE�.
2. fANTRACTOR SHALL REVIEW FLL PLNNS AND SPECIFlCATIONS TO C000.DINATE WITM E%ISTING BUILOING CONDITIONS. ANV VMIMlCES AND! OR DISCREPMICIES iHqT ARISE IN THE ABOVE
REVIEW SHALL BE REPONTED TO THE ARCNITECT'MMEDIATEIV FOR RESOLUTION.
3. qSCREPANCIES IN DIMENSION OF LAYOUi SHA1L BE BROUGH' TO THE ATfENTION OF Tf# ARCHITECT BEFOAE PROGEEDING WRM CONSTRUCTION.
4. DO NOT SCFLE DRAWINGS�
5. DESIGNANDCONSTRUCTIONSNALLCONFORMTOALLGOVERNMENTCODESMlDORDINANCES'
2016 CALIFORNIA 8 SAN FRANqSCO CODES, INClU01NG BU�LDIN& ELECTRICAI, MECHANICAL, PLUMBING, ENERGY. AN� �LANNING.
6. ALL MANIffACTUREO AAiICIES, MATERIALS ANO EOUIPMENT SHALL BE PPPLIED, INSTALLEO, CONNECTED, ERECTED, USEO. CLEANED. MJUSTED, NND CONDITIONED AS �IRECTE� BV TME
MIANUFACTURER UNLESS HEREIN SPECIFlEO TO THE CONTRARV
7 ALt MATERIAIS SHAIt BE NEW AN� l/NUSED, UNLESS OTHERWISE NOTE�, AND OF THE HIGHEST �UPlltt IN EVERY RESPECT ALL WORK SHALL BE �ONE IN A � NOROUGH. WORKMAN_IKE
MUNNEft COMPLYING WITH ALL PPPLICABLE CODES AND OFDINANCES. WORKMANSHIP SHALL BE EWAL TO TME BEST STFNDAROS OF PRACTICE
8. ALL DIMENSIONS NOTE� NERIFW SHALL 8E CHECNED BVTHE CONTfiACTOR PRIOR TO CONSTRUCTION AND REPORTED TC THE AflCHITECT
9. FEATURES OF CONSTRUCTqN NOT FULLV SHOWN SHA�L BE OF SAME CHAIiNCTER AS SHOWN fOR SIrMIAR CONDITIONS.
10. ELECTRICAL SUBCON�RPLTOfl SHALL FURNISH ANO INSTALL, COMPLETE, ALL MNTERIALS, E�UIPMENT M!D LABOR AS SNOWN AN� IS NECESSARV FOR A COMPIETE WORKPBLE SVSTfM. ALL
MATERIALS SMALI BE NEW M1D fREE FROM ANV DEFECTS. ALL ELECTflICAI MNTERIALS AND EOUIPMENT SHALL BE LISTEO BV UN�ERWFITERS LFBORFTOflIES.
11. IXHAUST SVSTEM SMAIt CONFORM TO ALL GOVERNMENT CODES AN� OROINANCES
12. MECHANICAL SUBCONTRACTOR SHP1L PERFORM ALL TESTING REOl11RE0 6Y CO�ES
13. ELECTRICFL PND PL11M81NG CONTRACTOpS ARE RESPON5131E FOF FOR THE FlLING OF THEIR OWN PERMITS.
14. TME BUIL�ING, ITS GROUNOS AND THE NEIGHBOPING BINLDINGS, PROPEATIES AND STREEf SHAII BE PROTECTED FROM ANY OMMGE THAT MAV OCCUR �llE TO THIS WORK. M1V DAM4GES
THAT OCCUR PAE THE FINANCIAI RESPoNSIBILI7V OF THE GENERAL CONTRACTOR.
15. ALL WhSTE AND REFUSE CAUSED BYTHE WONK SHALL 6E flEMOVEO FROM THE PREMISES ANU DISP0.SED OF BVTHE COW7RACIDR 7HE PREMISES SHALL BE LEFf CIEAN AN� CLEAF i0 TME
SATISFACTpN Of THE MCHITECT.
16. GENERAL CONTRACTOR GUAAANTIES ALL MATEPIqL AND NOPKMANSHIP FOR A PERI00 OF ONE VEAR AFTER SUBSTANTIAL COMPLETION.
17. PER BURLINGAME MUNICIPqL CODE, SECTION 18.07.110'. CONSTRUCPON HOURS ARE WEEI(�AYS FROM 9:OOAM-7:OOPM; SATURDAVS FROM 9:OOAM-6'OOPM. SUNDAYS ANO HOLIDAYS NO WORK
u�owEo
18. PER BURLINGAME MUNICIPAL CODE. SECTION 13.04.100: CONSTRUCTION MOURS IN THE CITV P�BLIC RIGHT�OF�WAY ARE LIMREO TO WEEK�AYS AND NON-Cltt MOLIDAYS BEPNEEN P.DOAM AND
5.00 PM. NOTE: CONSTRUCTION HWRS FOR WORK IN THE PUBLIC RIGHT-OF-WAY MUST NOW BE INCLUDEO ON TME PLM75.
CAL GREEN BUILDING STANDARDS CODE
CAL GREEN REOUIRED MEASIIflES - THE CA GREEN BUILDING CODE (�ITLE 24 PART 11) flE�UIRES'.
1 IN�OOR FIR OIIAIIiV MANAGEMENT �URING CONSTRUCTION - DUCT OPENINGS ANO AIR DISTRIBUTION COMPoNENT OPENINGS AAUST COVERED DURING ALL PH0.SES OF CONSTRUCTION. TAPE,
PLASTIC, SlffET MEfAI OR OTMER PLCEPTNBLE METHODS MAV BE USED TO REDUCE THE AMOUNi OF WATER, DUST. AND DEBRIS EMERING THE SYSTEM.
2. SMffiT IRRIGATION COMROLLEft - AUTOMATICALLY FOJUST IRRIGATION BpSED ON WENTMER AND SOIL MOISTURE CONTROLLERS MUST HNVE EITHER AN INiEGRAL OR SEPARATE HNN SE�SORS
7HAT CONNECTS OR COMMUNICATES WITH THE CONTROLL:R.
Y- P F FI7T 5 COMPLV WITM TH PoLLOWING: WATER C OSETS < 1 e8 G WSH� URINALS < 0 5 G LUSH SHOWEFNEADS < 20 GPM
3.IN�OORWATEREFFICIENC LUMBING IXNRESAND INGS MALL E l AUF . �WF
�m 80 P51, RESI�ENTIHL LAVATORY FAUCET < 1 5 GPM: LAVATORY FAl10ETS IN COMMON AN� PUBLIC USE AREAS=0.5 GPM (ad 60 P51. METERMG FAUCETS < 0 25 GA4'C1'CIE, lWCi
qTCHEN FAUCETS < 1.8 GPM @ 60 PSI (TEMPoRMV INCREASE TO 2.2 GPM ALLOWED, BUT MUST DEFHULT TO < 1.8 GP�.
4 BAPiR00M EXHAUST FqNS - MUST BE ENERGV STAA COMPLIMIT. DUCTED TD TERMINNTE OUTSIDE THE BUILDING, AND COMROLLED BY HUMIDISTAT CAPABLE OF ADJUSTMENT BETWEEN
RELATIVE HUMI�IIY OF LESS TMAN SOX TO MA%IMUM OF BOX. HUMI�ITV CDNTROL MAV BE A SEPqRqTE COMPoNENT FAOM THE EXHAUST FPN.
5. LOW�VOC WAIL/CEILING PAINTS - CARB VOC LIMITS (CAL GREEN TABLE 4.504.3)
6. LOW�VOC AEROSOL PPINTS AN� COATING - MEEf BAA�MD VOC LMITS (REGULATION 8, RULE 49) ANO PROOUCT�WEIGHTED MIfl LIMITS FOR ROC (CCR TITLE 17, SECTION 94520)
7. LOW�VOC CAULKS. CONSTRUCTION ADHESIVES. M1D SEALANTS - MEEf SClWMD RULE 1168. SEE CAL GREEN TABLES 4 504 1 rW0 4.5042.
8. LOY/-EMIifING COMPOSITE W000 - MEET CALIFORNIA AIR RESOURCES BOARD FIRBORNE TOXIC CONTROL MEASURE FORMl�LD'cHYOE LIMITS FOR COMPOSITE WOOD. SEE CAl GREEN TABLE
4504 5
9. LOYl�EMITfING Fl00RING. ALL CAAPET SYSTEMS. CARPET CUSHION. CARPET ADHESIVE, pN� qT LEAST 80X OF RESI�IENT Fl00RING MUST 8E LOW-EMITfING
10. OPERATIONS AND MAINTENM'CE MANUALS M1D TRPJlNNG � PROVI�E 0&M MANUAL TO BUILDING MAIMENPNCE STPfF �UE AT THE TIME OF fINAL INSPECTION.
11. SUaFACE DMINAGE: CONSTRUCTION PIANS SHA1L INDICATE MWI THE SITE GRADING OR ORNNAGE SYSTEM WILL MANAGE SURFACE WATER FLOWS.
12. PEST PROTECTION - ANNULAR SPACES AROUND PIPES. ELECTflIC CABLES. CONDUITS OR OTHER OPENINGS IN SOLEBOTTOM RA7E5 FT E%iER10R WALLS SHALL BE CLOSED WITH CEMENT
MORTAR, CONCRETE MhSONFY, OR A SIMILM METH00 ALCEPTABLE TO �0I FOR PROTECTION AGPINST RODENTS.
13. FlREPLACES PN� WOODSTOVES - INSTALL �NLV �IRECT�VENT �A SEALED-CONBUSTION RPPLIPNCES: COMPLY WITN US EPA PHASE II LIMITS.
14 CA�ILIARY 9REAK FOR CONCRETE SLAB ON GRADE � CONCRETE SLPB ON GRA�E FOUNDATIONS flE�UIRED TO HAVE A VqPOR RETAR�ER MUST A1S0 HAVE A CNP�LLAfiV BREAK, INCW�MG AT
LEFST ONE OF THE FOLLOWING�. 1) A 4' THICK BASE OF 1/2' OR LARGEft CLEAN AGGREGATE SHALL 8E PROVI�EO WITH AVPPOR RETAFiDER IN DIRECT CONTACT WITH CONCRETE FN�A
CONCRETE MIX OESIGN WHICH WILL AD�RESS BLEE�ING, SHRINKAGE AND CURLING SHALL BE 11SE0. FOR AD�ITIONAL IqFORMATION. SEE AMERICAN CONCRETE INSTITUTE. ACI 302.2R06. 2) A
SLAB OESIGN SPECIFlED BV A LICENSED DESIGN PROFESSI7NAL.
15. MCISTURE CONTEM OF BUILDING MFTERIPIS � VERIFY WALL AN7 FLOOR FRAMWG �OES NOT IXCEED 19'6 MOISTl1RE CONTEM1T PRIOR TO ENCLOSURE. MATERIALS WITM VISIBLE SIGNS OF
MOISTURE DAMAGE SHALL NOT BE INST�ILLE�. MOISiURE CONTENT SHALL BE VERIFlED IN COMPLIANCE WITH THE FOLLJWING'. 1) MOISTURE CONTENT SHPLL BE OETERMME� WITH EITHER A
PROBE-TVPE OR A CONTACT-TVPE MOISTURE METER. E�UIVALENT MOISTl1PE VERIFICATION METHO�S MNV BE APPROVEO BY THE ENFORCING AGENCYAN� SHAIL SATISFY REOUIREMENTS IN
SECTION 101.8. 2) MOISTURE REPDINGS SHALL BE TN(EN 4T A POINT 2 FEET T04 FEET FROM GRNDE�STAMPED END Of ;ACH PIECE TO BE VERIFlED 3) FT LEAST TMREE RANDOM MOISTURE
READINGS SHALL BE PERFORMED ON WAIL AN� F100R FFAMING WITM �OCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDE� AT TME TIME OF APPROVAL TD ENCLOSE THE WFLL
AND FLOOR FRAMING. INSULATIINJ PROOUCTS WHICH AREVISBLY WET OR HAVE A HIGH MOISTURE CONTEM SHP1L 8E REPLACED OR ALIOWED TO DRV PRIOR TO ENCLOSURE IN WALL OR FLOOfl
CANTIES. MANIIFACTURERS' �RYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET-qPPLIED INSULATION Pfi00UCT5 PRIOR TO ENCLOSURE.
16. FNAC INSTALLEfl OUALIFICATIONS - HVAC SVSTEM INSTAl,ERS MUST BE TRAINED AND CERTIFlEO IN THE PROPER INSTPLLATION OF HVqC 51STEMS, S�CH AS VIA F STATE CERTIFlEC
APPRENTICESHIP PROGRAM, %/8UC UTILRVTRAINING P{10GRAM (VJIRI CERTIFICATION PS INSTALLER �UFLIFlCFTION). �R OTHER PROGRAM ACCEPTABLE TO THE DEPMTMENT OF EUILDING
INSPECTION.
DEMOLITION NOTES
1. CINJSTRUCTION AN� DEMOLITION DEBRIS �NERSION - 100X OF MIXED OEBRIS MUST BE TRANSPORTEO BV A REGISTER HAl1LEF TO A REGISTER FACILIiV AND BE PROCESSE� FOR FC�P PECVCLING.
2. RECYCLING BY OCCUPANfS: PRONDE PDE�UAiE SPACE PND E�l1AL ACCESS FOR STORAGE, COLLECTION ANO LOAOING Of COMPOSTABLE. PECYCIABLE ANO LANDFlLL MATERIALS
3. CONSTRt1CTI0N SITE RUNOFF POLLUTION PflEVEMION - PaOVIDE A CONSTRUCTION SITE STOAMN'ATER PoLLUTION PREVFNTION PLMI AND IMPLEMENT BEST MfWAGEMENT PRACTIrES.
4 STORMWATER CONTROL %AN - PROJECTS DISTURBING > 5,000 SF OF GROUNU SURFACE MUST IMPLEMENT F STORATVATER CONTROL PIAN MEETING STORMNATER DESIGN GUID;LINES.
5. WAIER EFFICIENT IRRIGATION - PROJECTS THAT INCLU�E 1,000 SF OR MORE Oi NEYJ OR MO�IFlE� IAN�SCAPE MUST COMPLV WITH THE WATER EFFlCIENT IRfUGATION ORDINANCE.
LEGEND
� _; PROPOSEO Wr1LL
E_==-= � FIRE RATED WAIL (1-HWR U.O.N.)
- \/
Rei
A101
REFERENCE GRI� uNE
� DOOR TAG
11 WINWWTAG
(il REVISION
I $
SECTION REFERENCE
SHEET NUA�EN
Ref
� DETAIL REFERENCE
�i�� SMEETNUMBER
PROJECT DATA
OWNEfl: wurtv.
miuw�iu��us�ci�
�r,���
�.��,n�ew�a��
ANCHITECT: a�vrv.vr�nnmEc���
n5mcre�vnu:au
Pq61ECT��OBESS: ���.��.uonneuv�rwwF i.ne..i.
�SSESS011'SBLOCK: �'�"•" ,��•'o
IONING: ^'
OCCUPIINCY: A'
CONBTIIUCTION TYPE: '�
ALLOW.BL�GHEIGHT: �nr�Ae�suricn�a�•�s�nr.��Fw�.urox�zszs+'s
�LLOW. BLOG. MEl1 (FIIH�:
LOTCOVEMGE: xuxsEUFx.muwsEo
PflOPOSE05TORIES: ��u�xirxox.�.-.
BM4EMENT:
NO.OFUNI75: anc.a�asoorns�x�ur.uav�nui.x:.,.�ou
BINLOINGSPflINKLENS: °1'°���xwmwi�rriAiJsa�nwuE
srs�u ��t o�ru:x�. w�uE �xu a E�uvRo
APPLIGIBLECOOES: r..,�__r�ri._ro�r„u...nnr__y+m„c_e_
PROJECT DESCRIPTION
BUILDING AREA�,t.�.A��.�<�n�,.AF��u��AE�E,
FIUi: FLOOfl AflEA N�710: ALLOWEO =(.32 % 60W �+1,100=3,020 GSF
ANEA GHOSS PI1uPOSEO AHEA
isrrtttunr�aow
�LLOWABLE FAq 3,020 GSF >%IOPOSEU Fllfl 3,079 GSF
LOT COVEMGE ALLOWED:10%UF 6,000 SF= 2,�00 SF
AAEA OF PflOPOSEO LOT COVERAGE = 1,984 SF
NOT COUMEO TOWAR�S LOT COVERAGE' A�U, POOL, HAR�SCFPE. DRIVEWAY, TRELIIS
�wox� o�;r w�.o-i
u�iintv�nEorxus
.wu u�o[x nox
AILOWABIE LOT COVEMGE=2,�U0 GSi > PNOPOSEO LOT COYEMGE 1,9E/ GSF
BUILDING HEIGHT�,��.�n.,�,�
IIVEMGE lOP OF WflB: (19.7+�9.1�/2= �9.5'
PflOPO3ED:/9.5'+27'-7.5' = 7T-1.5' (2T-7.5' R60VE TOP OF CUflB)
ILLLOWE�:19.5'+30'-P = 79.5' (30'-P ABOVE TOP OF CURB)
DECLINING HEIGHT ENVELOPE
POINTS DF DEP�NNHE:
flIGHT SIDE: El(CEPTION � USEO. NEIGHT UIFFEflENCE IS 2.E': ELFV�TIONS
�T iSFT FqONT AND flEAfi SEIBACKS (50.1"+/7.5�2=�l.E'
LEFf SIOE (50.7+�9D�2=19.fi'
PAHKING:
THE PflOPOSED WU IS Y/ITHIN 1/2 MILF OF A TMNSIT STOP.
PMqNG IS NOT RE�UIflE� FDfl THE IIW
2 PANKING SPACES NIE flEWIflEO FOq TIIE HOU8E, ONE UNCOVEIIEO SPACE,
IWU ONE COVEIlEO SP�CE.
GREEN BUILDING MANDATORY
MEASURES CHECKLIST
7W0 COPIES OF A COMPLETE� GNEEX BUIIDING IMNO�TOflY MEASURES
CIIEp(LISf WILL BE SUBMITIEO AS PMT OF THE DflAVANGB FOP THE
BINLOINC COUE CHEq(.
1
�- - �
SHEETINUIX
�
` NUMBEH j nne �
�0.1 iPH0.1ECT DRTA 8 NOTES
�0.2 SITE PUN
�2.1 PNOPOSEO FLOOH PIAN
�A22 PPOPOSED 2nd PLAN �
�A2.3 NOOFPUN
A3.1 PHOPOSEO E%T. ELEVIITIONS
ev�nows
�R3.3 AOU ELEVATIONS _�
�AF1��-^�� '6PIIEpAL SECTIONS _ _
M.2 �30RXONYIEWS �
��4.3 E�STELEVRTIONflENOEN
�AIA flE�HYAROYIEW �
,�A0.5 STIIEET YIEW HENDEfl __ _ _ �
A/.6 MATEHIRL 90AfiD
'A/.7 COMMENTNESPONSES
F0.1 W�LL SEC710NS �NO DET�ILS
�L1.1 LANOSGPEPUN
'iSUNVEY TOPOGMPHIC SUHVEY
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ART �+ ARCHITECTURE
250i BRVANTSTREET
SAN FflANGSCO, CA 94t 10
i15 641.7320
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COMMENT SKYLIGHT DETAIL AND
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MANUFACTURED BY ROYALITE.
SEE MANUFACTURER'S DETAILS
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GARAGE ROOF CASTING SHADOWS ON
NEIGHBOR'S WINDOWS.
ALTHOUGH OUR SOLAR STUDY
DEMONSTRATES THAT AT NO TIME OF
DAY DURING THE YEAR DOES THE
GARAGE ROOF CAST A SHADOW ON
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COMMENT: HOW IS ARBOR SUPPORTED?
WOOD ARBOR SUPPORTED BY
CANTILEVERED BEAM EXTENDING FROM
INSIDE WALL AT BEDROOM
COMMENT: UNCOMFORTABLE
WITH CONTEMPORARY DESIGN?
EXTENDED ROOF EAVES FOR MORE
FAMILIAR TRADITIONAL
RESIDENTIAL CHARACTER
CHANGED WINDOWS TO BE MORE
CONVENTIONAL WINDOWS, AND
INCLUDED FUNCTIONAL SHUTTERS
TO BALANCE THE FACADE AND ADD
PRIVACY AND LIGHT CONTROL.
2 ROOF EAVES AND SHUTTERS
SUN POSITION: JUNE 21, 9AM REDUCED ANGLE AT SHED STYLE
� ROOF AT LIVING ROOM.
t REVISIONS BY
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ART + ARCHITECTURE
2501 BRYANTSTREET
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ART + ARCHITECTURE
2501 BRYANTSTREET
SAN FRANCISCO, CA 9at 10
415.691.7320
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SKYLIGHT
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POWDER COATED METAL
PLYWOOD SHEATHING
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i REVISIONS BY
PlannngCanndssbn PDD
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ART + ARCHITECTURE
2507 BRVANTSTREET
SAN FRANCISCO, CA94710
415.8417320
levyea.com
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WALL SEC110N5 AND DETAILS
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PREPARED BV: BRUCE A. CHAN CA RLA /2324
923 ARGUELLO STREET, SUITE 200
REDWOOD C�7Y CA 94063
�', 650-3d6-76d5 650367-8139 (FAX)
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FES OVI
ACER PAL
BLACK PEBBLES -
GRAVEL -
- Trash/ Recycle
� (N) Fence
Driveway
Unit Pavers
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PEN ADV
Raised Planter
Swimming Pool
Pool
-Unit Pevers - Equipment
— Large Pots
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PLAN VIEWB/CUT-AWAY � WOOD FENCE
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No. Botanical Name Common Name Qry' Size WI PIaM Type/ Remarks
ACER PAL Acer paknatum Japanese Maple 2 36" Boz M Decid 7ree
ACER SK Acer palmatum Coral Bark Maple 1 36" Box M Decid Tree
'San o Kaku'
EQUIS Equisetum h emale Fiorseiail 1 Gal H Perennial
FES OVI Festuca ovi�a 'Glauca' Festuca Grass 1 Gal L Ciump Grass
HAR VIO Hardenbe ia violacea N C N 15 Gal L E n Vine
HEM SPP HemerocaAis spp DayYy (Assorted cobrs) 1 Gal M Low Shrub
HEU SAN Heuchera 'Caramel' Coral Beils 1 Gal L Low Shrub
LOROP Loropetalum'Raulebem' Loropetalum 5 Gal L E n Shrub
MYR CAL Myrica calilomica Calrfomia Wax Myrtle 5 Gal L Ev n Shrub
NAN DOM Nandina domestica Heavenly Bamboo 5 Gal L Ev n Shrub
NAS VIR Nassella viridula Green Needle G2ss 1 Gal L Clump Grass
PEN ADV Pennisetum x advena Red Fountain Grass 5 Gal L Perennial Grass
'Rubrum'
SYS BEL Sysrinchium bellum Blue�yed Grass 1 Gal M Perennial
COT LOW Cotoneaster'Lowfast' N C N 1 Gal L Groundcover
Note: Contrador to venry quantAies
Note: All Japanese Maple trees shall be single stem form.
ACER PAL I �/
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TREE TO REMAIN
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PLANTING & TREE PROTECTION NOTES
1. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ADMINISTRATION PRIOR TO
E%CAVATION AND GRADING.
2. ALL PLANTING AREAS SHALL BE CLEARED OF WEEDS AND OTNER DEBRIS. THE CONTRACTOR
SHALL VERIFV WITH THE OWNER WHICH EXISTING PLANTS ARE TO REMAIN. EXISTING PLANTS
TO BE REMOVED SHA�L BE VERIFIED WITH OWNER PRIOR TO REMOVAL. ALL IVY IN PROJECT
AREA SHALL BE REMOVED; IVY SHAIL 8E SPRAVED WITH HERBICIDE TWO WEEKS PRIOR TO
REMOVAL
3. SOIL TESTING SMAIL BE UNDERTAKEN BY THE CONTRACTOR, AND PEfiFORMED BY A
CERT�FIED LABORATORY. A COPV OF THE fiEPOfiT SHALI BE PROVIDED TO THE OWNER AND
LANDSCAPE ARCHITECT, RECOMMENDATIONS FOR AMENDMENTS AND FERTIIIZATION SHALL
REFLECT THE NUTRIENT REOUIREMENTS OF SPECIFIED PLANT SPECIES
4. SOIL AMENDMENTS SHAII BE FREE OF DEBRIS SUCH AS LITTER. BFOKEN CLAY POTS. AND
OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE
PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT�
REDWOOD NITR�FIED COMPOST 40"e, COARSE SAND 30°0. BLACK TOPSOIL 309>.
5. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (generally). 7HE WALLS AND
BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALI BE BACKFILLED WITH THE
FOILOWING MIXTURE: 80°e TO 20°e IMPORTED SOIL TO EXISTING SOIL.
6. SOIL BERMS SHALL 8E FORMED AROUND ALL PLANTS 1 GALLON SIZE AND LARGER. BASINS
SHALL BE MUICHED WITH A 3"LAVER OF BARK CHIPS, MINIMUM OF 1" IN $IZE.
PLANTING AREAS SHALL BE COVERED WITH A TWO INCH LAYER OF BARK CHIPS.
7. ALL VLANTS SHALL BE FERTILIZED. FERTILIZER SHALL 8E COMMERCIALIV AVAILABLE TVPE.
AGRIFOFM OR EOUIVALENT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S
INSTRUCTIONS. RESIDUAL WEED PRE•EMERGENT SHAII BE APPLIED BY THE CONTRACTOfl.
APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
8. TREES SNALL BE STAKED WITM TWO PRESSURE TREATED Y DIAMETER POlES. TREE TRUNK
SHAIL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE�EIGHT BETWEEN
9. TREE PROTECTION AND ROOT PROTECTION SHALL BE IMPLEMENTED PER ARBORIST
REPORT RECOMMENDATIONS (MAYNE 11-5-20) PROTECTIVE FENCING MUST BE CHAIN LINK
ON STEEL POLES AND ERECTED PRIOR TO ANY WORK BEING DONE. FOLIOWING REMOVAL
OF EXISTING STRUCTURES. AN INSPECTION OF ROOT SYSTEMS WITHIN DRIPLINES OF
TREES ON ADJACENT PROPERTIES SHALL BE CONDUCTED.
Bruce A. Chan
Landscapc Architect
CA Lic. M pC2324
9'_t Arg�x•IIo5lmetSuilc 200
Rd��'uidCit�:Cal;'��rnia 9;11[ i
Tel (650) 34b7645
Fax (650) 367-8139
Email: baclalsbc6�obal.ne2
I.andscape Archlh'etum
Environmrntal [hsign
Sitc Planning
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SHEET TITLE
Landscape
Plan
REVISIONS
Date Nofes
6-23-21 Add 7ree Notes
Protection/ TYPe
PROJECT #:
DATE: 6-23-21
SHEEf #:
L 1.1
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N55 "04'00"W
50. 00'
GRAPHIC SCAT•F
8 0 4 8 16 32
( w ezer )
1 inch = 8 ft. g—�8-2020
ABBREVIATIONS
AC ASPHALT
BW BACK OF WALK
CONC. CONCRETE
TC TOP OF CURB -
FL FLOW LINE
SDMH STORM DRAIN MANHOLE
SSMH SANITARY SEWER MANHOLE
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NOTES
ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS.
BOUNDARY CON7ROL: SEE CONCURRENT CORNER RECORD
UNDERGROUND UTILITY — LOCA710N IS BASED ON SURFACE EVIDENCE.
BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY
LINES.
DIMENSIONS TO 1HE BUILDING ARE TAKEN AT THE EXTERIOR FlNISHED SURFACE.
THE BUILDING EX7ERIOR FlNISHED SURFACE IS WOOD SIDING AND VARIES APPROXIMAlELY
0.04�-0.06' IN THICKNESS.
FlNISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR).
BENCHMARK: ASSUMED DATUM, POINT AS SHOWN
A BOUNDARY SURVEY WAS PERFORMED TO ACCURAIELY LOCAIE 1HE LEGAL PROPERTY
LINES IN RELA710N TO TFIE EXISTING IMPROVEMENTS (BUILDING)
A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED
BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE
NOT SHOWN ON THIS MAP.
1REE SPECIES IDENIIFICA710N: BEST EFFORT, WE ARE NOT ARBORISTS OR
DENOROLOGISTS.
iREES SHOWN ARE 6" 7RUNK DIAME7ER OR LARGER, MEASURED 5' ABOVE GRADE
LEGEND
� SET 3/4" IP "PLS 6163'" (OR SET POINT AS N07ED)
• FOUND POINT AS NOTED
( ) RECORD DATA / REFERENCE
� WATER METER OR WATER VALVE BOX
XS FIRE HYDRANT
16 12 8 OAK TREE — TRUNK DIAMETER IN INCHES
O TREE SPECIES IDENI7FICATION: BEST EFFORT,
WE ARE NOT ARBORISTS OR DENDROLOGISTS
O'6'2 g°"K TREE WITH MULTIPLE TRUNKS
TRUNK f 77�EE DRIP LINE POINTS TOWARDS TREE
��n�.J�/ TRUNKS. TREE DRIP LINES ABOVE
PROPERTY LOCATED AS SHOWN.
*�'* TOP OF CURB
—.—x— FENCE
o� o� OVERHEAD WIRES
Ore POWER POLE
+ iz.aa SPOT ELEVATION
�aia SANITARY SEWER CLEAN OUT
p UTILITY BOX—TYPE AS NOTED SIZE AS DRAWN
m IRRIGATION VALVE BOX
BOUNDARY AND
TOPOGRAPHIC SURVEY
1209 CABRILLO AVE.
BURLI NGAME
APN: 026-171-130
LOT 20, BLOCK 30, 3 MAPS 93
i nr dRFd• ri OQ'� cn �r
L . Wade Hammond
Land Surveying
Civil Engineering
36660 Newark Blvd. Suite C
Newark, California 94560
Tel:(510)579-6112
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