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1341 VANCOUVER AVE. BURLINGAME, CA
A.P.N.: 027-15 8-012
DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY
2016 GALIFORJIA BUILDINCs CODE I. 51TE ADDRESS: 1341 vANGOUVER AVE.
2016 CALIFOR�lIA MEGNLWIGAL CODE Butz�u�artE, ca eamim ARCHITECTURAL PROPERTY OUINEF2:
7016 GALIFOfdJIA PLIIMBINCs CODE y q�, 021-158-OI2 A.I CAVER SNEET VIGTORY vILLACsE 2�4 LLG
2016 GALIFOI'JJIA ELECTRIGAL GODE G/O MR RQYMOND WONrs
1016 GALIFOR�IIA ENEI3iT GODE 3. TYPE OF CONSTRUGTION FOR: A1 SITE PLAN
DWELLINCs AND 6ARQGE: TYPE V-N A3 PROPOSED FIRST t SECOND FLDOR PLAN PO BOX 16695
1016 GALIFOf'�JIA RESIDENTIAL GODE OGGUPANC7 6ROUP FOR DWELLING: R-3 A4 ELEVATIONS SAN FRANGI5CO3 CA 94116
ALL 0?NER STATE AND LOGAL ORDINANGES AND REGULATIGNS OGCUPANCT CsROUP FOR CsARAGE: � A5 ELEVATIONS TEL: (415) 31D-6916
ALL S?RUGTURAL DESIGN DA?A AS PER CBC SEGTION 1603 A.b GARIYsE FLOOR PLAN � ELEVATIONS raywong56��egmailcom
4. 51TE AREA: 6p15D0 SF
ALL CONSTRUCTION A5 PER CBC TABLE b01. TYPE v. N.I GONSTRI,IGTION BMP
ADOPiION Cf THE 7016 EDITION OF TNE GALIFOfdJIA STATE BUILDINCs GODE5, TITLE 44, 5. MAX. COVERED FLOOR AREA ALLOUIED: 3�3980 SF ARGNITEGTUR4L:
132q . 1,100 . 400 SF FOR 6AR4GEJ
GALIFORlIA CODE oF REGULAiIONS WAS MANDA7ED BY AB 4616 AND SB 28�1, Ei�EGTIVE 6. MAX. LOT GOvERACsE ALLOWED l40 el: 2,406�0 SF LANDSCAPE JAMES CNU
JMLARY I, 7011. THE FOLLOWING LOCAL .oMENDMENTS TO THE GALIFOpJIA STATE &11LDMG CNU DESIGN ASSOGIATES INC.
GODES W£� FILED WITH THE OFFIGE OF HOU$INCs AND C01'R118JIiY DEVELOPMENT. L.I LANDSGAPE PLAN 55 W. 43RD AvE.
L� IRRICsATION PLAN 5AN MATEO, GA 94403
ENTIRE RESIDENGE, GR4WL SPAGE AND ATiIG SHALL BE PROTEC?ED BY AUTOMATIC TEL: (650) 345-9286, EX?. ID4
FIRE-EMINGUISHINCs 5Y5TEM I�PA 13-D STANDARD. 8. PROPOSED FLOOR AREA: CI VIL FAX: 1b50) 345-9281
CsENER4L NOTES: lNJ PROPOSED FIRST FLOOR 1,65350 SF EMAIL: Jamesgctudesign.com
I. ALL DETAILS, MATERIALS, FINISHES AND A55EMBLIES A� NOT NEGE55ARILY SHOUIN. THESE FINAL FINISN �N) PROPOSED SEGOND FLOOR 134915 SF 8011NDARY 1 TOPG'sR4PNIG SI1RvET
DETAILS INGLUDING GASEUK)PoC AND MATERIAL SELEGTIONS WILL BE CDORDINATED BY TNE OLLNER �N) CsARACsE 315D0 SF CIYIL SURvE7:
(N) FRONT PORCH 16286 SF - 200 SF 0 SF
2. ALL CONSTpJGTION SHALL BE IN ACCORDANGE WItN iNE UNIFORM BUILDING CADE, APPLICABLE EDITION, (N) TOTAL FLOOR AREA 3311.15 5F < 3,33980 SF DMCs ENGINEERING, INC.
.CND ALL OTNER PERTINENT GODES, LAWS AND �QUIREMENTS OF THE LOCAL BIIILDINCa OFFICIALS, (W FLOOR AREA R4TI0: 55.16 % 30 OAKWE COLIRT
WHETHER OR NOT SPECIFICALLY 5HOLLN ON THESE DOGUMENi5. THESE DOCUMENT5 A� NOT INiENDED TO PLEASANT NILL, GA 94523
SHOW EVERY DETAIL OR GGNDITION. MANY DE7AIL5 IN �81DENTIAL CONSTRIIGTION ARE &11LT ACCORpING 9. LOT CAVERED AREA: TEL� (925) 181-0463
TO PROFESSIONAL GONSTPoICTIGN PR,4CTIGES, M1D A� TNE�PORE NOT DETAILED IN THESE DOGJMENTS. (NJ FIRST FLOOR 1,65350 SF
GONiAGi GHIJ DESIGN AND ENGINEERING MG. IF GONDITIONS OR OTHER CIRGIIMSTANCES REQUIRE GNANCsES �W GAR4CsE 315PJ0 5F
M TNE WOkC SHOLLN, OR REGMJIRE GLARIFICATION. ALL WORK SNALL BE DONE IN A HIGN QUALIlY MANNER ��
ACCORDMG TO TNE PREVAILING STANDARDS OF THE MDUSTRY FOR EAGN TRADE. (NJ FRONT PORGH ��gy $F .' �
(W FIREPLACES 26PP SF � � ���'
3. THE CONTRAGTOR SHL+LL PROVIDE ALL LABOR, MATERIALS, EQIIIPMENT, SUPERVI5IGN AND GLEAN-UP 70 � - �!
ACCOMPLISN ALL OF THE LLI�PoC SHOUAJ, INCLUDINCs ALL WARRMITIES AND INSiq1CTI0N5, TO PROVIDE A (N) ?OTAL FLOOR AREA 2,15136 SF <2,406DPJ SF
COMPLE7E IWtdCING INSTALLATION, AND TO LEAVE THE OLLNER WITH Ml APPROVED PRODUGi. (W LOT COVERI�E RATIO: 35B1 $
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4. CGNTRACTOR SHALL ASSU'tE CGMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF d ���� ���
GGNSTRUCTION, AND FOR ALL SAFEiY I"�AS(JfcES ?O PROTEGT ALL PROPERTY, PER50KJEL AND THIRD -
PARTIES F�M DGMAGE OR IWURY. THIS RESPONSIBILITY 5HALL BE CONTINIJOUS AND NOT 50LELY DIIRING
UIOPoCING NGURS. CGNTRAGtOR SNALL DEFEND, MDEhd�IIFY AND HOLD HAR9LE55 CHU DE51GN ASSOCIATES
INL. AND RELATED ENGINEER5 FROM ANY CLAIMS OF LIABILIiY, �AL OR ALLEfsED, IN CO�PJEGTION WITH 0 C T 2 E 2. G 17
7HE PE�'IANCf OF HIS LL�f'a1C GN THIS PROJECT, pCCEPTING FOR LIABILITY ARISING FROM THE SOLE
t�GLIGENCE OF GHIJ DESIGN A550CIATES MG. AND �LATED ENGINEERS. N O T E S
5. TNESE DOCUMENTS DO NOT CGN7AM PROVISIONS FOR TNE NANDLMG OR f�MOVAL OF CNY HAZARDOUS CITY O� �li RLI N GANi E
MATERIALS. SHq1LD ANY 5UCH MATERIALS BE SUSPECTED OR ENGOUNiE�D, SPEGIALISTS SHALL BE ILLIJMINATED STREET ADDRESS
GALLED IN To MAKE RECOMMENpAtIONS. I. PROVIDE AN ILLUMINATED STREET ADDRESS AT TNE EN7RY DOOR PER CITY CDD-P�„P�i�ii �i �:�i1,�
ORDINANCE. APPROVED NIIMBERS OR ADDRESSES SNALL BE PLAGED IN SUGH A PD5ITION
b. PROVIDE ALL MANDAtORY FEA?URES �011IRED BY TNE T-74 ENEf�sY CODE, INGLUDING A$ ?O BE PLAINLY VI5IBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTINCs THE
WEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGNTING AND APPLIANCE MEA5URE5, AND p�pPERiYSAID NUMBERS SNALL GONTR45T WITN TNEIR BAGKGROUND, AND $NALL BE A C 0 N S T R U C T I 0 N S C H E D U L E
OTHER FEAillRES RECUIRED BY 11TLE 24 OR OTNER STATE, FEDER4L OF LOCAL CODES. MINIMIJM OF I/2 INGH STROKE BY 2-I/2 INCHES HICsH, SHALL BE EITHER INTEi�IALLY OR
l. NO PERSON SHALL EREC7 lINCLUDING EXGAVAiION GND GRADING), DEMOLISH, ALTER OR �PAIR ANY EXTErdJALL7 ILLUMINATED. TNE P�R OF SUCH ILLUMINATION SHALL NOT BE NOf�I`lALL7
BUILDINCs OR STp1CNRE OTHER THAN BETLLEEN 7HE NOIIRS PERf11TTED BY THE LOGAL JURISDIGTION. `vU11TCHABLE. I. NO PERSON SNALL ERECT IINCLUDINCs EXGAVATION AND GRADINCsI, DEMOLISN, AL7ER OR
2. EXTERIOR LICsNTINCs ON ALL RESIDENTIAL PROPERTIES SNALL BE DE5IGNED AND REPAIR ANY BUILDING OR 5Tf21JGTURE OTNER TNAN BETUIEEN THE FOLLOWIN6 HOURS
B. ANY NIDDEN CONDI?IONS THAT REqll� UIORK 70 BE PERFOF31ED BEYOND THE SCOPE OF THE LOGAtED 50 TNAT TNE GONE OF LIGHT AND/ OR GLARE FROM TNE LIGNTING ELEMENT IS EXCEPT IN THE GASE OF U2iENT NEGESSITY IN TNE INTERES? OF PUBLIC HEALTH AND
BUILDING PEp�11T 155UED FOR THESE PLdNS MAr �QIIIRE RJRTHER CITY APPROVALS INCLlJDINCs �vIEW KEPT ENTIREL7 ON TNE PROPERTY OR BELOW TNE TOP OF ANY FENGE, EDCsE OR W,4LL. GIT7 SAFETI", AND TNEN ONLY WITH PRIDR WRITTEN APPROvAL FROM tHE BWLDINCs OFFIGIAL,
BY THE PLl,rMINCs COMMI510rL OF BURLINGAME MUNIGIPAL GODE IS.I6D30. WNICN APPROVAL SNALL BE CsR4NTED FOR A PERIOD N07 TO EXGEED TNREE DAYS.
3. ON ALL RESIDENTIAL PROPERTIES EX?ERIOR LI6NTING OU?LETS AND FIXTURES SHALL HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIf� MONDAY OF FEBRl1ARY, THE LAST
9_ PLtC1BINCs CGNTR,4GTOR WILL PROVIDE A SiNGLE LINE DIACsRAM ON TIME OF INSPECTIGN AND MIY NOT BE LOGAtED MORE TNAN NINE (9) FEET ABOVE ADJAGENT CsR4DE OR REQUIRED MONDAY OF MAY, TNE FOURTH DA7 OF JUL7, TNE FIRST MONDA7 OF SEPTEMBER, TNE
INSTALLATION PRIOR TO PLAN CNECK AND APPR�VAL IS AT GONTRQCTOR'S RISK LANDING : WALLS OR PORTIONS OF WALLS SHALL NOT BE FLOOD-LIT t ONLT SNIELDED ELEVENTH DAY OF NOvEMBER, THE FOURTH THURSDAY IN NOvEMBER AND THE TWENT7
6D. PIi� SPRINKLERS SHALL BE INSTALLED AND SNOP DRAWINGS SNALL BE APPRlJVED BY THE FIRE LIGHT FIXTURES WNIGN FOGUS LIGHi DOII.NWARD SNALL BE ALLOWED, EXGEP? FOR FIFTN DA7 OF DEGEMBER IF iNE FIRST DAY OF JANUAR7, TNE FOURTH DAT OF JULT, THE
DEPARTMENT PRIOR 70 WSTALLATION. ILLUMINATED STREET NIJMBER REGx11RED BT THE FIRE DEPARIMENT. CI7Y OF BURLINCsAME ELEVENTH DAY OF NOvEMBER AND THE TWENTI'-FIFTN DAY OF DEGEMBER FALLS UPON A
MIJNIGIPAL GODE 18.16ID30. SUNDA7 ?NE FOLLOWING MONDA7 15 A HOLIDAT. PROVIDE TNE FOLLOWING GONSTRIJCTIO�j
II. IF GRADING PE�d'IIT 15 RELMII�D, IT 5NIX1LD BE OBTAINED FROM DEPAR'1EN1 OF PIIBL.IG WOm:S. " CONSTRl1CTION, DEMOLITI�I, REGYGLING e WASTE REDUGTION FORMS WILL NEED TO BE HOURS ON TNE PLANS PER CITY OF BURLINGAME MUNIGIPAL CODE 18D�.110.
SUBMITTED : APPROVED PRIOR TO ISSUANGE OF BUILDING PERMIT PER CIT7 OF i. MONDAY TNROIYN FRIDA7: 8AM TO lPM
11. IF PUBLIG WORKS REGUIRES SIDEWALK �PLACEMENT, POLICY FOR ExPANDiNG WIDTH OF PLANTER BURLINGAME. GONTAGT JOE McCLUSKY OER REGYGLING SPEGIALIS7 �(650) 558-1213. ii. SATURDAYS: 9AM TO 6PM
SiRIP NEED TO BE IMPLEMENTED M1D TREES NEED 10 BE ADDED. iil $UNDA7 AND HOLIDAYS: NO WOpC
2. GONSTRlJG710N NOIJRS IN TNE CIT7 PUBLIC RICsHT-OF-WAY ARE LIMITED TO WEEKDA75
AND NON-CIT7 HOLIDA7S BETUJEEN 6.00AM TO 5:00PM.
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CsENER4L NOTES:
I. 6EE L.41mbCAPE PLsW FOR DETAIL RFOR1ATION
7. MdXR7l1 DPoVEWAY SLOPE$ SNALL NpT IXCEID FIFTEQJ f5) FfR:ENT AT
ANl" POMT LLITHOIIT 9pELIAL OPPROVAL OF TI$ pEpq2RffNT pF ry10LIC
IU7RC5� SLOPEB M IXCE99 LF TYEMT (10) F£RLENi 9L14LL RECdIIRE
APPF3�VAL Lf iF¢ PLMNRG CGtIN15910N. TRMUITIGNAL SLOPES ARE
REfdlllED iOR OPoVELL14T5 LLNICH IXGEED 7EN (IDl PE%EM tIAXRVI
6LOPE. NO iRANSRIGNAL 5LOPE 51{4LL IXIErID RITO A�liIIRED
PARCRG SPALE.
3. TOPOGRApHT IS PFEPAf�D BY:
WEL. 1 A9°u0CIA7E8
7615 MIDDLFFIELD �AD Y 58
BPALO ALTO. GA 943E6
TEL: f650) 813-6166
4. A DQIOLITION PEFt'l1T IS f�Gy11RED FOR 51pEW,4LY� SELLER MID UWTER
REPLALEI'IENi
5. REOIIIl�D PR�TECTIVE FENGRYa H79T BE Ry4TALLED Alb RL4PECTED
PwoR To oo�w �ra+iT w,su�.
b. 9EIlER BALIffLPL PR4TEG?ION CERTIFIGATE IS (�1i11FED PER ORpRW1GE
NO. I11O. A DRdFT GERTIFILATION SNALL BE 5UBIIITTED PRIOR TO TLg
15&WlCE OF A BIIILDRYa PER11T.
i. nf sur�rat r�car�s ng cm v�r nur ng r�rrrum+r
fiE81pENCEB IIE� U9Ep M TV$ CALLULATION.
B. GARlGE FG�OTPG 9HALL NOT EMQ�ID IMO GrE fOOT 9E7E.oLK WTHpJi A
LICENCED &1RvET �WD fIELp STPKRYa �VIELLED BT IN5PEL?OR
4 IEW W4TER METER bHALL N0T LN pRIVATE PROPERTY. IT I"I1LH BE
LOCATED ON FiELIC PRDPERIY FOR ACGE55 BY P¢TER f�ADER
10. 1gW SELLER LRff LLITH CLE4Nq7f FOR IgW HCUqE LLEANOIIf AT 9EIIER IU1M
LRE i0 BE M PIBLIC E.44E7'1ENT FOR GI77 ALCE56.
IL LQ�TRAGTq2 f%IALL QJ6Uf� iHE DL18LE VALE A55EFBL1' POR FifaE
PFl�TECTION 6H4LL BE TESTED MID APPROVED B7 A SAN IMTEO CqNT7
ETMROM'IEMAL HE4LTH APPROYED LONfR4CTOR PPoOR TO 6CF$DLILMG
LLl4TER DEPARTI$NT FMAL.
Q. PFYT/IDE ADEa1,4TE flkE RAW BA�ED I1PC.N CON%iRJGTION MID 91ZE Lf
BIIILDPl6 , 9EE IFC MpQ�IX IIIA MN9'1115E0 GPI1 f�aIIF£p. 6EE
iABLE N0. A-III-A-I.
t3. MMIMfI I' LL14TER PffTER I�q11f�D
14. ff BALqWiTER Fid�TEGTION 15 f�Gdllf�D, CONTR4CTOR SH4LL f'RpylpE
AN 15GN�TRIC DIAGRAM Cf THE BUILDMG SEIIEER MCLUDRG ALL
6.4GNWTER vALVEB, �Llff VALvES, M1D ANT 9EIIER IWECTION SY9TEM
DETAIL9. QTY CF BURLRY.AI�� YINICIPd1 CODE ORDINANCE IllO.
6. PRJVIDE 6URYET 5TA1�5 PRIOR TO FqNDATIGN RYiPECTIGN TO VEWFY
L0T LrtffS.
16. PF3�VIDE A PIiE9&Jf� AB.ARBRYa DENCES OR CPPImVED MELHANICAL
DENCES AF£ f�qJIRED GN ILL4TER LRffS, LOCATED AS CLO:E A5
P09518LE TO dJICK AGTRYa y,4LVE5, THAT WILL AB,� HIGH PF£991N�8
RESULTMG FRX1 QUICK 0.0511Ya Gf CJ11GC•ACTRIC. VAL�ES. CPL
°.�ECTICNG03b
PUBLIG WORK NOTES t CONDITIONS:
I. A REl10vE?�EPLACE Il�ILITIES ENCFi)ACH'&M pERMIi IS f�p11RED:
� REPLALE 4LL CURB. GIf�TER DRIYfWAY AND BIDEWQLK Rd�NTRG SITE.
• PLUG hLL EXIBTRG SMIITAR7 SELLER LATERAL CGNECTIQ�9 AND
MSTALL A FgW 6' LATERAL.
� N1 WATER Lllff GONffCTIONS TO GITTLLl4TER IMINS FOR 5ERNGES OR
FIfE LME Ara£ 70 BE MSTALLED PER Cltt 6TMMUJp1U pfmGEpUfiES
AND BPELIFILATION.
. M!Y O7HER WpEfd'iROWp MLITY WOPoCS WITHIN CITYS RKaHT OF LLl4Y.
7. T1� 5M11TARY SELLER LATERAL (8111LDBYa SEIIE� SL{4LL BE TESTED PER
OfmMANCE LODE CHAPfER 6.Q. 1ESiMG UFOR1A71LN IS AVAILABLE AT
iVg BUILDINi DEPlJ2R'EM CqMER MJ ENGFX)4GtffM pEp11T IS
REGdllf�p fROt1 THE PUBLIC LL1�5 DEPN2f1'�Nf W$TffVER THE pT7'S
PORfICN CF TLff SEY�R LATERAL OR Gltt GLEANOUT 15 TO BE LAID A!ID/OR
LOMgGiED T01HE SELLER PWMS.
3. 9ELLER BACqlW7ER PROTECTION CERTIFIGATION IS ftEC111F£D FOR il$
INSTALL4iIGt10F ANT tgW 9ELLER FIXIURE !ER ORDMANLE N0. f110.
4. ALL ILLATER Lllg CLMffCTIRJ9 TO GR7 iJWTER MdMS FOR SERyICEB OR FIfiE
LRff PId�TELTIQJ ARE i0 8E RY�TALLEp PER qTT 6TAlmARp pfd�EDUU1�5
AND FIATEPoAL 51'E��ILATILNS. CONfACT Tf� Gn U14TER DEPdR�EM
FaR GOMffLTIGN FEES. QCId�AGVtffi1T PEFC7IT 15 REGLIfEp FOR AN1'
wowc M tue ams wc�rt-oF-wnr.
5. A SUR�EY BY A LICEµSED SIN2vEYpR pR QYaRffER IS �1i11FED. TVff
511RVEY SF14LL SFIdU HOW TNE PROPERTY LMES IIEf� DEiEfdlRgD AND
iWAi iLg pfd�pERry Cq2gRg �IE� $E7 WITH'�VETpRS LICEN9E
N1'BER30tJ Dllfi.4BLE FIONYEMB. iH15 SURvE7 5H,4LL BE 4iTACHEp 70
TFff GGH4TF31CT�ON PLONS. ALL COfdffR5lffED TO BE IM61fARffD OR
f�NSTALLED BffOf� TLE &11LDPYa fNAL. ALL PfmPERiY CORffW 6HALL
BE IUIMTAR�ED DN2MG CpSTRJCfION OR f�E-ESTABLISFgD AT TVff ETdJ OF
TVi PR7JECT.
b. FNCRDACM"ENf pERMIi 15 FELMIIRED fOR M1Y OqIaC M TFE Gtt'S
RIGNT-OF-ILLQY.
l. CR�9iRJCTION AND BI11LD61G USE SFIN1 COFFORN TO LLNDITI0115 15
DE6LRIBED B7 PLMNRlG Cq�MI551G! ,W�/GR GITT LqNCIL ACTIQLS.
B. TVE PR�JECi SHALL COI'IPLY WITH hE GIiY5 �DES PERiIT RECIIIf�iffNfS
TO PFEVENT 9TOR1 Ul4TER POLLIlilpl
°i NEW DRIVELLl4r OR DpVEWA7 WDENMG hA15T BE APPRb��ED BY T1ff
CIT7 ENGMEER SFIOW DISTMIGE BE?LLEEN TFg PROPOSED DRIVELLl47
OPEtdMG 70 tF1E GLO6E5T ADJPLENT DRIVELLl4Y ON SITE PLl�1.
II. NO 5T0ld1 UA4TER5, WpEIda�13Jp �I,WTERg pRqINI1�Ya FRLM AN1' LOi,
BIJILDRJG, OR PAVED Af�lS SHALL BE l�LLOII.Ep TO DR.QM TO
ADJACENT PR7PER�IE9 NOR 9NALL TFESE WA7ER9 BE CLN�GTED TO
1NE GIT7'9 B,dNITAR7 9ELLER BYSTEhL TI$SE LLl4TER5 SH.q�L ALL DRAM
TO EI7i�R ARTEICIAL OR NAIUR,q� B7pfd1 pR,qINqGE fAGIU1IEB BY
GRANTT OR ft1'R'MG REGA�ULE55 OF TFff SLOPE OF h� Pfa1�PERiY.'
HWIGIPAL CODE SECTIpJ IBIDBIDIO (I1.
• STOp'1 WATER SHALL BE DRARgD TFAd71JGN A CURB DR4M OR TO
TFg STOR1 DRAINFGE SYSTEML SEE CI1Y STAND,4fm5 FOR qJRB
DRAM DE51C3J.
• fLOOD ZCNE 'G' �OUIREB FLOOp ILfff COPgIrdl.4TiGN .4Np/OR
PRDTEC71pJ OF NABITABLE SPACE.
• PI•'DVIDE ELEVATIONS TO COFFIp1 DRAMAGE p1� SITE DESKN.
Q. IgW DRIVEWAT OR pRIVEWAT WIDENMG FI15T BE Apl'�VED BY TVg
CITY ENGII��ER SFIOW DISTANCE BETLLEQJ TV$ PROPOSED DRIVEWAT
OPQIMC TO iFE 0.05EST ADJACEN7 DRIYEUNT ON SITE PLAN.
LLl4iER
9P!"tRKLER
LEGEND
LLM - ILL4iER I'gTER
v - VALYE
DGV - DOUBLE CNECK vALVE
p,ry P7Cv - MAM CONTR�L VALVE
BFD - BACK FLOW PREVENTIGN DEVIGE
�lr - LLl47ER LME I-V4Y T7P.
L PI2�NDE A BAGFLpU Pf��EH710N DEVICE - U5G APPRO�ED DOUBLE
GNECK vALVE A56EMBL7.
1. CLNfRALTOR SNALL EN51J� Tl$ DOI�LE CHECK VALVE AS6EMBLY FOR
TNE fIRE PId�TEC?ION 5HALL BE 7ESlED AND OPPROYEp BY A SMl
MATEO CqNtt ENVIR�I"EMAL HEALhI APPR�VED CGNT24CTOR
PRIOR TO SCNEWLMG WATER DEPARTMETdi FWAL.
3. PROYIDE ADEGJATE FI� FLqU BdSEp IIPON GONBTIiIJCTION ANp qIZE
Cf BIJILDMG, SEE IK APPEt�IX IIIA
i SCN MATIC WATEi2 LATERAL LINE
NOT TO SCALE
DR41NACsE NOTES:
R4R4W1ER COLLECTIRI
ALL tgW 1�'GF R4MlA4TER 5HALL BE GOLLECTED B7 I'EANS OF GALVANIffD I'EiAL
C�IITIERS. UgE65 NOTED O1LgfdU3E, LOCATED Ai T{$ EA�E9. PAIM TO FIATLH COLqi
5L1g1'� Lf (�SIDETY,E CaI1TTER SNAI.L LEAD 101" % 4' f�CTANCaI1LAR 1'�Tpy
DOUlL�POUiS OR DpW5PLifiS TO I'1.4TCN EXISiRG MID/OR COPPER RAINLL4TER LE.qpER
DOUNSPGITS 5V14LL TEFd1MAiE BELOW GRADE TO A PERRIETER 4' DIN'ETER A85 50LID
DRdRB�IPE. PoN 4° DIAI$fER (OR SIZE AS N01ED ON SITE PLAN150LID PIPE TF�I1CaH
FACE Cf qRB 50 THAT WATER WILL EMPfY MTO THE STREEi GIITIER 5T5TEM. SLOPE ALL
P�PEB FOR ADEGi141E DR.4R1dGE M511f'� TNAi il$ LOGATION CNOSEN fOR TF$ PIPE TO
GO THR�UC�F7 riff FACE OF CU12B IS 4DECYldTE TO CAld7� ?HE Wd1ER FRd'I TLff SIiE TO A
CITT hIAINTARgD LLl4TER Lq1ECfI0N 5T5TEr1. M BRYiE-FN11LT F£91pENCEB THE WATER
IMY FLqU TO tV$ STia'EEi B7 GRAVI11' PE7NOp pFL�VIpEp TVgfE 15 51FFICIENi GRApE
TD P15UFE fLpU TO T1E 5TI�ET (aI1TfER dND THA1 ILL4TER DOES NOT ROW GNTO
ADJOMMG PFt7PERT1E5.
5119P PIMP HAY BE f�Ci11RED ('FE SITE PLAN)
If TVff GRANT7I'ETNOD OF pRAMK.E LAMIOT BE 119ED, PROVIDE A 9U1P Ff1P Cf
ADEGIATE BIZE TO CAPo2T ALL LLkiER iNfd.'rYaH A 1° DIMffiER AB9 PIPE TVIR7WH iNE
FACE LF Tlff LURB 50 iHAi TNE WGTER WILL EMPTY MTO TVg GUTTER SYBTE7'I. RLSUr€
TF64T TVff LCLATION LFIC6EN FOR TF¢ PIPE TO GO TVN�UGH 1V$ FOLE Gf GURB IS
ADEGI4TE TO CAfd21" TV8 LLl4TER Ffd7t7 TVg $ITE i0 A Cltt 11APIfAR�ED
W4TER COLLECTION SYSTETL
PlmNDE A BACKFLpU pREVENTEWDEVICE AT A LOLATION IgM TFE TEq1MATILN Lf
TLg 50LID PIPE TV�(71KiN TI$ FACE OF G71RB A9 REfdll(2ED TO PIiEVENT R4B�L14TER
Rd."1'i TVg GU�TER 8Y5TEt1 ENIERMG T4ff &1'iP RRW 91'SiET1.
51J1P PIFiP Ai A MMR971 SHALL BE A I/4 M' N1T01'IATIG SUBhIE%IBLE .A71P RAIP WTH
��r�s as us� ee�au mMirac�z rtsra�� rs �R ne�ruacn�
SPELIFICATIOlS AND f�CGMMErIDATI0N5.
DI5CH.4fd'iE FEET OF HEAp 5 10 6
PEFEOR'1ANCE (GALLLlS PER NOUR) 1280 1610 660
SItIP PIT- MSTALL PIMP P! 51P7P PIT (GATGH BASIN) WTH THE MMA1f1 CLEARMIGES AND
DEPfNS !S PER MA4FAL71A�f( bPEGIFICATIQIS AND f�COh11ET�ATI0N5.
FIRE NOTES:
CGNTRACiOR SHALL OBTAM SEPARqiE FIRE $PRRKLER PER11i FOR
iFE PL4TALLATIGN OF iF� FIRE 5PRRJCLER SYSTEH M AGGOfmMlLE
YATFI SEGTILN f1EWD30 Gf THE &JRLPY+AYE I'WICIPAL CODE T1g
MMIHM SIZE SERVICE fOR fIRE 9PRPKLER S75TEI'9 SN,4LL LRFORI6
TE
TOlWA 13 OR L3R IS 7'. FOR 1FPA I'A 5YSTEYIS TI$ t1PlA�7l151ZE 15 I'.
Flf� SPRINKLER SHOP DRAWMCfi AfcE TO BE SIR711TTED DIRECTLY TO
TFff BURLIN'.aNff fif� DEPAR71'ENT AT 1399 20LLR15Id�AD.
&1RLMC 4N� GNLY dFfER flf� SPRMCLER IlIDE%�OUIDS FIAVE BEEN
91Hr11TTED 10 T1ff BURLMGl,17E BUILDRG DEPARTf�NT.
NOTES:
L GLMRACTOR 5NdLL PR�NDE ADECAIATE MEAGUf�S TO AVOID ER7510N CR
6EDII'ENf R�DI9 LEAVIh15 Rff SIiE PND RpUMG BffO TVg 611iEET. GJFffi OR
GIITTER (115E 61RNll UI,4DDLE5)
7. �PLACE DAHdGED OR DISPLdLED QFB, GUTfER OND/OR SIDEW4LK
OLOrY TVE PRDPERf7 q2a1TAC�. A CITY ENLRpACLf'EN� pER11T IS
�(]IlllFD.
3. TFE 6ANITARI' SELLER LA7ERAL (&JILDRYa 5ELLEf� 6HpLL BE TESiEp pER
ORDMANGE LODE CHAPfER 617. iESiPG RFOFd'IA710N IS AVAILABLE AT
TFE &IILDMG DEPARiMENT COINTER AN ETJCR�ACH�ffNT PEFi11T Ib
FiWIl�D Rd�IN TVff PIffiLIC W7fdC5 DEPAR71�&M LLFffTffVER TFE Cltt'S
PORTION Gf 7V$ $ELLER LATERPL OR CITY CLEAN7llf IS 70 BE LAID ?ND/OR
COMff�TED T� �$ SELLER MARS.
4. lffY1 pRIVEW4Y OR DRIVEIUAT WDENPYs FI16T BE APPRWED BT TVE CI77
EWsPffER 5HpU DISTMIGE BETILEEN TI$ PRDpOSEp ppyEIILLY OFENRG TO
TVg 0.05EST ADJACENi DRIVEILL4T LN SRE PLd11
5. A PRGf'ERTI' °.AA2vEY IS (�fJJIfED IF ANT P4RT OF PEf31Mff11i BiI:I1CTIIRE
MLLIIDMG POOTRY. 15 WTHM 17' Lf PROPERtt Lllff.
I'-0° SIDE
Fk"IBFLK
(E16AROGE 10
ee�P
(E) ASPVLILT PAiN-
TO BE �7'IOVID
No�E:
L EXIERIOR BEARBYa
W4LL5 LE55 iF1AN 5
FEET F(d�1 T1g
PFi'�PERiI" LRff hA15T
BE C.0115T1a1G1ED N�
a i-Wrz Fl� r�s�SnvE
A56Ei'B�Y.-F0L'I�G�
ras� bos.
Y. ci"t�OF EAYES WILL NCjT
PfcJJEGt WItHM i i
FEET OF TV$
PROPERTY Lrt.�.
(Nl l'-0" SOLID
IIbOD Ff�LINQ
ADJACENf �KaF�OR
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A�vE / f�PLALE IITILITIES ENCROAGFL1ENf PEp'lIT IS �G111kED TO (U �
REPLAGE ALL QAB, �UfTER DRIVEILL4Y AND SIDEIW�LK F1�NTMG SITE, (Y) PLW
ALL EXISTMG SANITARY SELLER LAIERAI CONdECfIQ15 CND MSiALL A tffW 4'
LAIERAL, (31 ALL WQTER Lltg COMgCTICNS i0 LITY WATER HAMS FOR SER/IGE5
OR fIRE LM�E AF£ i0 BE RSiALLED PER Cltt STAIUJARD PRKEpI1RE5 AND
SPECFICATICt{ (41 N1T llmEldifdAl� IITILITT LLG`ldCS WiHM CIT7'S
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TABLE NO. A-III-A-i
MINIMIIM REQUIRED FIRE FLOW d FLOW DURATION BUILDING9
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LEFT ELEVATION
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Water Pollution
Prevention Progra m
Clean Water. Nealthc� Cannmur�ity.
�onstructian Best Mana ement Practices BMPs
g
Construction projects are required to implement the stormwater best management practices (BMP) on this page,
as they apply to your project, all year long.
Painting & Paint Removal
Materials & VVaste Management
Non-Hazardous Materials
❑ Berui aud cover stockpiles of sand. dirt or other construction materiai
with tazps ��heurain is forecast or if noi activelti� being used ��ithin
l d day s.
❑ Usc (but don't o�•eruse) reclaimed H ater for dust control.
A:�ardous Materials
❑ Label all l�azardous materials and hazardous «astzs (such as
pesticides, paints, thinners, soh�ents, fuel, oil, and antiFreeze) in
accordance with city, counh, state and federa] regulations.
❑ Store harazdous materials and ��astes in �ti•ater tiglu containers, store
in appropriate secondan• containment, and cover them at the end of
ever}� k�ork da�- or during w�et «eatlier or when rain is forecast.
❑ Follo��c� manufacturer's application instructions for hazazdous
materials azid be cazeful not to use more than necessary. Do not
apply chemicals outdoors �hen rain is forecast within 24 hours.
❑ Arrange for appropriate dispos�l of all l�azardous wastes.
Wastc Managemcnt
❑ Cover waste disposal containers securelt w�ith tarps at the end of
even���ork da} and during �r•et weather.
❑ Check waste disposal containers frequentl�• for leal:s and to makz
sure the} are not overfilled. Never hose doav a dumpster on the
cwistruction site.
❑ Clean or replace portable toIlets, and inspect them frequenYl�= for
leaks and spills.
❑ Dispose of all wastes and debris properl}. Rect�cle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate basc
materials, wood, grp bourd, pipe.. etc.)
❑ Dispose of liquid residues from paints; thinners, sol�=ents. �lues, and
cleaninb fluids as ha�ardous waste.
Construction Entrances and Perimetcr
❑ Eslablish and maintain e{]�ective perimeier controls and stabilizs all
consuuclion entrances and exits to sufficientl� conlrol erosion and
sediment discharges from site aud tracking off site.
❑ Sweep or vacuum any street trackiug inunediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
Equipment nZanagement &
Spill Control
�
�,
�_.
�,�: •
Maintenxnce and Parking
❑ Designate azi area, fitted a�ith appropriate BMPs, for
vehicle azid equipment parking and storage.
❑ Perform major mainlenancc, repair jobs, and vehicle
and equipment �vashing off site.
❑ If refueling or �ehicle mainienance musl be done
onsite, work in a bernied area a���a�� from starm drains
and o��er a drip pa�i big euougl� to collect fluids.
Rec} cie or dispose of fluids as hazardous k aste.
❑ If vehicle or equipment cleann�g must be done onsite,
clean �vith water onl�� in a benned area that a�ill not
alloH rinse ��ater to run into gutters, streels, stonn
drains, or surface �� aters.
❑ Do not clean vehicle or equipment onsite using soaps,
sehents, degreascrs, steam clea�iing equipmcnt, etc.
Spill Pre��ention and Control
❑ Keep spill cleanup materials (rags, absorbents, etc.)
availablc at the construction site at all times.
❑ Inspect vehicles and equipment frequendr for and
repair leaks promptly. Use drip pans to catch Icaks
witil repairs are made.
❑ Clcan up spills or lcaks immediatcl}� and disposc of
cleanup materials properl}�.
❑ Do not hose down surfaccs «�here fluids havc spillcd.
Use dn cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ 3weep up spilled dry materials immediatel}�. Do not
try to wash them away with water, or burn tliem.
❑ Clean up spills on dirt v�eas by digging up and
properly disposing of contamv�ated soil.
❑ Report significant spills immediately. You are required
by la��� to report al] significant releases of hazardous
matcrials, including oil. To rcport a spill: 1) Dial 911
or your local emergenc� response number, 2) Cal] tl�e
Ga�remor's Office of Emergency Services Waming
Cenler, (800) 852-75�0 (24 hotus).
Earthwork &
Contaminated
Soils
Erosion Control
❑ Schedule gradu�g and exca�arion «-ork for
cln weather only.
❑ Stabilize all denuded areas; install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) mitil vegetstion is established.
❑ Seed or pla�rt �egetation for erosion
cantrol on slopcs or ��-herc constnicrion is
not inm�ediately pl�med.
Sediment Controt
❑ Protect stonn draui inlets, �utters, ditches,
and drainage courses nitl� appropriate
BMPs, such as gra��el �ags, fibzr rolls.
bernis, etc.
❑ Prevent sediment from migrating offsite
by uiscalling and maintainuig sediment
controls, sucl� as fiber rolls, silt fences. or
sediment basins.
❑ Keep excal-ated soil on the site �vhere it
will not collect into the street.
❑ Transfer eacavated materials to dump
trucks on die site, not in the street.
❑ Con�aminated Soils
❑ If any of the follo�ring conditions are
observed, test for contaminarion and
contact the Regional Water Qualin
Control Board:
■ Unusual soil conditions, discoloration,
or odor.
■ Abandoned undergroimd tanks.
■ Abandoncd wells
■ Buried barrels, debris, or trasli.
Paving/Asphalt Work
❑ A��oid paving and seal coating in wet
a-eather, or «•hen rain is forecast before
fresli pavement �+ill have time to cure.
❑ Co��er storm drain inlets and manholes
when appl�-ing seal coat, tack coat, slum
seal, i'og seal, etc.
❑ Collect and recccle or appropriatcl}•
disposc of cacess abrasi� c gravcl or sand.
Do NOT sweep or aash it into gutters.
❑ Do not use �vater to wash down f�sh
asphalt concrete pavement.
Sa�c�cutting & Asphalt/Concrete Removal
❑ Completelq cover or barricade stonn
drain inlets imhen sa�� cutling. Use filter
fabric, catch basin inlet filters. or gra�•el
bags to keep shvry out of ihe storm drain
s� stem.
❑ Shovel, abosorb, or ��acuum saw-cut
slurry and dispose of all aaste as soon
as you aze finished in one location or at
the end of each work da}� (a•hiche��er is
sooner!).
❑ If sa�vcut slum� enters a catch basin, clean
ii ttp unmadiately.
Concrete, Grout & Mortar
Application
❑ Store concrete, grout and mortar under
cover, on ptillcts and away from drainage
azeas. These materials must never reach a
storm drain.
❑ Wash out concrete equipmenUtrucks
offsite or iu a contained arca, so thcre
is no dischargc into thc undcrl�•ing soil
or onto surrounding areas. l.et conerete
li;uden and dispose of as garbage.
❑ Coliccl thc wash watcr from washing
ea-posed aggtegate concrete and remoee it
for appropriate disposal offsite.
Dewatering
❑ E(Tectively manage all run-on, all
runoff�vithvi the site, and all ruiiofi'that
discharges &om the site. Diveri rim-on
��ater from offsite away from all disturbed
areas or othern�ise ensurc compli�nce.
❑ Wlien de«�atenng, notifi� and obtain
approval from the local municipalit}
before discharging �cater to a street gurier
or storm draii�. Filtration or diversion
throu�l� a basin, tank, or sediment trap
ma}• be required.
❑ In areas of Imown contamination, testing
is required prior to reuse or dischargz of
graundwatcr. Consult �+ith dic Enginccr to
dctcnninc ��hcther testing is requircd and
hou• to intcrprct results. Contaminatcd
growidwaler must be treated or hauled
off-site for proper disposal.
Storm drain polluters may be liable for fines of up to $10,000 per day!
Painting cleanup
❑ Never clean brushes or rinse paint
oontainers into a street, gtttter, stopn
drain, or surface ��aters.
0 For water-based paints, paint out brushes
to the estent possible. Rinse to the
sanitary se« er once you l���e gained
penuission from the loc�l �vaste�vater
treatment authorin•. Ne�er pow paint
down a drain.
❑ For oil-based pain[s, paint out brushes [o
dtc extent possible aztd clean �ritU thumcr
or solvent in a proper container. Fdter and
reuse thinners and solvents. Dispose of
residue and m�usable thinner/soh�ents as
hazardous n aste.
Paint remo�al
❑ Chemical paint stripping residue and
chips and dust from mazine paints or
pauits containing lead or tribuhltin must
be disposed of as hazardous waste.
❑ Paint chips azid dust from non-hazardous
dry s�ipping and sand blasring map be
swept up or collected in plastic drop
cloths and disposed of as trash.
Landscape Materials
❑ Contain stockpiled landscaping matenals
b� storing them under tarps when they aze
not acrively being used.
❑ Stack erodible landscape material on
pallets. Co��er or store these matenals
when thcy aze not activel.t� being used or
applied.
❑ Discontinuc applicalion of any erodible
landscape material within 2 da}s before a
forecasCrain event or during wet �ieather.
R�SIDNS
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BATTER ANGLE
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MAX HE
STACKED STC
Sx10 TO 12x'
BASE STONE
16x16
COMPACTEO
SUBGRADE
��� STONE WALL DRY-STACK
G
NTS
PIT TOB
SOLID WOOD FENCE
7' HIGH
2
CITRUS
UNIT PAVER --"l
DRIVEWAY
LAV ASS
GREWlA
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GEL SEM
UNIT PAVER
DRIVEWAY -�
7' H FENCE
-- - - - 4' H FENCE 2
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ARIST
GARDEN
COMPOST BIN —
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Garage
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- BARK CHtPS
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♦ : ♦ ♦ � ♦
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Lawn
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TUL VIO HEUCH ` —CONCRETE '. 3' HIGH
EXISTtNG GR.4SS — STEPS � KOE B1P
STRIP TO REMAIN
VANGC7UVER AVEi�UE
Planting Plan
�Ta� ��
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Plant List
PLANTING,_NOTE$
t. CONTRACTOR SHAIL CONTACT UNO£RGROUND SERVICES A�MINtSTRAT[ON PfllOR TO
EXCAVATION AND GRADING.
2. AlL PLANTING AREAS SHALL BE CLEARED OF WEEOS AND OTHER DEBRIS. THE CONTRACTOR
StiAIL UERIFY WITH 7HE OWNER WHIGH EXISTING PIANTS ARE TO REMAIN. EXISTING PLANTS
TO BE REMOVEO SHALL BE VERIFIED WITH OWNER PRIOR TO REMOVAL. AlL IVY IN PROJECT
AAEA SHALL BE REMOVED; IVY SHA�L BE SPRAYEO WITH HERBICIDE TW0INEEKS PRIOR TO
REMOVAL.
3. SOIL TESTING $NALL BE UNDERTAKEN BY TNE CONTRACTOR, AND PERFORME6 BY A
CERTIFIED tABORATORY. A COPY OF THE REPORT SHALL BE PROVIDED TO THE OWNER AND
IAN�SCAPE ARCHITECT. RECOMMENDATIONS FOFi AMENOMENTS AND FERTIUZATION SHAII
REFLECT THE NUTRIENT RE�UIREMENTS OF SPECIFIED PLANT SPECIES
4. SQIL AMENDMENTS SNALL BE FREE OF DEBRIS SUCH AS UTTER, BROKEN CLAY POTS, ANO
OTHER FOREIGN MATERIAL. ROCKS LAR�ER TNAN ONE INCH DIAMETER WILL NOT 8E
PERMITTED. S00. AMENOMENTS SHALL tiAVE THE FOLLAWING CONTENT:
RE�W000 NITRIFIED COMPOST 40a,, COARSE SAND 30%. BIACK TOPSOiI 30',%.
5. PLANT MOLES SHALL BE DOUBLE THE SIZE Of THE CONTAINER (generalty). FHE WAIIS AND
BASES OF PLANT HOLES SHALL BE SCARIFIEO. HOLES SHALL BE BACKFILLED W1TH THE
FOIIOWING MIXTURE: BO e TO ZO°:e �MPORTED SOIL TO EXISTING SO1L.
6. SOII BERMS SHALL BE FORMED AROUND ALL PI.ANTS t GAILON SiZE AtSD LARGER. BASINS
SHALI BE MUICHED WITH A 3"I.AVER OF BARK CHIPS, MINIMUM OF i" iN SIZE.
PLANTING AREAS SHALL BE COVEREQ WITH A THREE INCH LAYEI; OF BARK CHIPS.
7. Alt PLANTS SMALL BE FERTIL2ED. FERTiLlZER SHALL BE COMMEAGIALLY AVAILABLE TYPE,
AGRIPORM OR E4UIVALENT. APPLICATtON SHALL BE ACCOROING TO MANUFACTURERS
INSTRUCTIONS. RESIDUAL WEED PRE•EMERGENT SHAIL BE APPLIED BY THE CONTRAC70R.
APPLICATION SHALL BE ACCORDING T4 MANUFACTURER'S INSTRUCTIONS.
8. TREES SHALI. BE STAKED WRH TWO PRESSURE TREATED Y OIAMETER POIES. TREE TRUNK
SNAII BE SECURED WITH TWO RU88ER TIES OR STRAPS FORMING A FIGURE-EIGHT $ETWEEN
TRUNK AND STAKE.
Bruce A. Chan
Landscape Architect
CA Lic. # 002324
4?3 Arguello Shre�, Suitc 200
ReAivax3Citq.Califomin `14063
Tet (650)346-7645
Fax (650)367-8139
fimait: 6acla�sbcgtobal.nM
Landxape Archi[echim
En��ronmental pesign
Site P(anning
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TITLE
Landscape
Plan
REVISIONS
Date Nofes
1 09-7-17 AOdsaeettree,
modlfy ndes m
fance hei�l
2 70.2477 Modify shrubs
in dnveway
PROJECT #;
DATE: 07-5-'I �
SHEET #:
L 1.1
- LATTICE
- 4 x 6 P.T. WOOD POSTS - 2 x 6 REDWOOD CAP
7'6' o.c. MAX. " - 1"TRIM
r'
�
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PRESSURE REGULATOR
FINISH GRADE
PLASTtC IOCKABLE
VALVE BOX
SCH 80 NIPPLE
SCH SO FITTINGS
- CONC. BLOCK
SUPPORTS
3" PEA GRAVEL
� IRRIGATION VALVE 8� FILTER
L
Not to Scale
18" - 24' COILED WIRE
- WATERPROOF CONNECTORS
REMOTE CONTROI
VALVE w/ WYE FILTER
��l �,+irrEn BUG
�21unr.rtv'vy r.' rus:vc s�acE
�)5: �5'=.xv::av meikc;
`l.oe or au! c�.
USiN"..;i-OJItE' YfYd INt.EI X (iiRfi
�tITLET EMITfTF
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EMITTER INSTALLATION
NOTES:
1. INSTALL EMITTERS AT EACH PLANT AS FIXlOWS
2 EMITTERS DISCHAftGING 0.50 GPH AT EACH ONE GPiLIXJ
SI2E PWJT, 3 EMITTERS �, i GPH AT EACH FIVE GALLON
SiZE PLANT, 3 EMITTERS rQ 1.5 GPM AT EACH 15 GALLON
SRE PLAM. AND a EMITTERS DISCMARGING 2 GPM AT
EAGH NEW TREE.
2 INSTALL EMITTEftS AT EOUIDISTANT POSITIaJS AROUND
Ol7TER ROOT BALL PERIMETER.
(� IRRIGATION EMITTER INSTALLATION
J
Nolto Scale
Ltfli�J%i�i���/C�i f��(�i��.;�
Irriqation Plan ��
A •: i -1 -
N
h�
�OR
IRRIGATION SYSTEM - GENERAL NOTES
1. CONTRACTOR SHALL IOCATE UNDERGROUND SENVICES PRIOfi TO ExCAYATiNG.
2 CONTRACTOq SHALL YAKE A0.IUSTYENTS TO THE CLOCK WATERING CYGIE AND DURATION
TO PREVENT RUN-OFF. HEADS SHALlBE A0.IUSTED SO THAT SPRAV DOES NOT HIT EXISTING
TREETRUNKS.
3_ PLAN IS DIAGRAMATIC. CONTHACTOR SHALL MAKE AOJUSTNENTS AS NECESSAHY
TD FAGLITATE INSTALLATION.
4. COtiTRACTOR SHALL PREPApE AN AS-BUILT OHAWING THAT ACCUtiATEIV SHOWS fINAL
SYSTEM AND PIPING LAVOUi.
IRRIG..ATION SYSTEM__PERF..O...R. MA_NCE CRIT_.E...R....I..A
1. AN AUTOMATICALLY CONTFIOLLED IFiNiGATiON SVSTEM SHALL BE �NSTALLED ACCOROINfi TO
LOCAL ORqNANCES AND BUILDING CODES THE SYSTEM SHALL HAVE A DUAI PROGiiAM
CONTROLLEq WRH RAIN SWITCH AND WATER BUDGETING FEqTURE.
2. AN APPROVED BACKFLOW PHEVENTEH SNALL BE INSTALLED PEH LOCAL CODES
AND MANUFACTUHEH'S INSTFiUCT�ONS. THE BACKFLOW �EVICE SHAIL BE LOCATED IN TF4E
VICINITY OF THE WATER METEA, IF POSSIBLE.
3. MAIN SUPPLY LINES SHALL 8E PVC SCHEDULE 40, SIZE AS NOTED. BURIED 24' DEEP. LATEHAL
SUPPLY LINES SHALL BE BURIED 18" DEEP.
4. SPHINKLER COMPONENT3 SHALL INCLUDE THE FOLLOWING:
-►� BACKFLOW DEVICE, REDUCED PRESSURE C� IRR�GATION CONTROLLER, LOCKABLE WALL
DOUBLE CHECK TYPE MOUNTED EXTERIOR UNIT
� REMOTE CONTROL VALVES �{7 HOSE BIBS, 3/4' MOUNTED ON 4 z 4
-T-=� DR�P DISTRIBUTION TUBING J PRESSURE TREATED POST
5. HEMOTE CONTROI VALYES SHALL BE ONE INCH DIAMETEp, AND SUPPLY A TOTAL NUMBER OF
HEADS NOT TO E%CEED 14 GALLONS PER MINUTE DISCHARGE FOR THE CIRCUIT. VAWES
CONTROLLINCa DRIP CIRCUITS SHALL BE FURNISHED WITH AN IN-lME PILTER, AND PpESSURE
REGULATOR.
6. CONTRACTOH SHALL FLUSH ALL PIPES PRIOR TO INSTALLING SPRINKLER HEADS AND
PHESSUHE TEST THE MAIN SUPPLY IINE. A THOROUGH CHECK FOR ANV LEAKS SHALI BE
PEflFORMED. THE ENTIHE SV5iEM SHALL BE CHECKED FOR LEAK3
PRIOR TO BACKFILLING OF TRENCHES.
7. CONTflACTOH SHALL FIUSN ALL PIPES PRIOR TO INSTALLING SPRINKLER HEADS AN�
PRESSURE TEST TME NAIN SUPPLY LINE. A THOROUGM CHECK FOfi ANY LEAKS SHALL BE
PEFFORMED. THE EMIRE SYSTEM SHALL BE CHECKED FOR LEAKS
PRIOR TO BACKFILLING OF TRENCHES.
8. FOR DRIP IRRIGATION CIRCUITS, A PHESSUHE REDUCING DEVICE AND IN-LINE FILTEN SHALL BE
INSTALLE�. THE ENO O� THE SUPPLY LINE SHALL BE FURNISHED WITH A 8ALL VALVE.
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ec n�r.om e�s m
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oucn� wa. i-rnc caxx.
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w r� ~ ''� zrwoum rcc meisr
REMYEU ArtS41RF
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i. emucm a�eswis mc a�aotow new+na+ on+c[s wu eF uaum mn .wr ux wxr.c ro�c
W i9�lS ME �RD tlV VC% VO91nL WphCMM !OR 1NE WMG 4`.ER AItRY 5 FEWRD.
MPKK�L �PVtMJMNS MC.ItlE: M�91Uli Y[Qt�l ND OENT,1t :h9WwR10f5. WRiUMRS, tIRKiPoai
PuV115. ORY QF}NkM. 1A1G5C1PE pYWMkI. IXf AS llEh'bPffO Bv Tf C!Y.
, ,�� � � „� ..�,� �,�� � �.� � � .� ,� u,�
EdTp� R 1ME Ott 5TN0 N PP0�0�5.
�. ewcrto. waxxnor+ rcuas vuu e[ wsr,wm �w�ani m�re ax rxaxxn mc a mnwc
wxwc uwc+a[. ne �mr nuLL at ersrutm rs aosc �s wsm[ m nc wnicrt �nv+.
1. .l' L OENCES Sj1' m Y RL XAK Ml Vptt OC�EIIIC BALL VKKS wM MQf�VED ENDS
J' IW IMGFR OE110E51HL N.1lC IY911ENT ¢AiED WIE V41ES IR1M RAWFD p05.
!. Y12.4UIS MiF�I:PK vKK IS t0 BE Ai tf/St Il' IB0�4 S4A0. 10 � YAWIW [f iU'.
6. WJ CPNECIA'N BEi�IFF 11F BA06Ld1 WR1FNIq1 MA MiFR �6TS W 3 iEN9i1FD. BACI6lOV
1RElFHfOP.S SYNIFR i WI }.5' 9�N1 BC PIMiD pi<RY 8FM19 FiE 1fAtER YE1PS UNIEA IKRE
6 A WKllti MRI OMfP Yt9f11ES OPoM.nAYS Ot 90f WISS BAGS:OY NKKNIpK i.5" ai UflClJi
4l�Ll BE FL�S �t5 SLY :0 TE �EIFR AS PO�IE �MlESS Ni • Mlx 6 OUNhD BY ME
PlH1C ��KES �GHf11FMi. 6 AN ElE1VMN R fAAV1E0. Prt B.10( LLM pRE�F11tOfl 41N1 9F Stl1EEtlEO
YTI lMDSCNTC NO P.E '4DIOE5 9�!LL BC l6T dFQ! 50 iXhi iXE tlT' GN M1Xt TMAT T4AE
.ve �ro cwrcnas �r�« mc awator wa�snme um art +enx. nc a,r ugx�tz nrt acnr
ro asr at ssin ro wsurt nur n[sc �eaaaw�rs .m �?.
i. �u[ n e�artai we�xiw rs rm�.un wa ro�w e meo ns wAnx rt wuwna �n[n. nc
v�wt e[r[in n[ a�auta vxcwiirn xo txc �ct[n sHu� ff[Mc �o a+ cwmatm aoatt ni. (wri.
�,� BACKFLOW PREVENTER
�
Not to Scale
Bruce A. Chan
Landscape Architect
CA Llc. # 002324
923 Arguellu StmM, Suite 200
IicYha-�1 Citv, Califarni� 94i16}
Tel (650) 346-7645
Fau (650) 367-8139
Email: bacla�sbcglobel.net
Landscape Architech�re
Environmental Design
Site Planning
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TITLE
Irrigation
Plan
REVISIONS
Dpte NoleS
�-�-,� ���m
tree in danrer
strip by sidewalk
PROJECT #:
DATE: �]-�j-�]
SHEET #:
L 2.1
DRIVEJCT . .... ..... � ..� ....�...�.. �.v..
�i�-
NOTES:
1. CONTRACTtNt SHALL VERIFY 1HE LOCA710N OF ALL UTIUTIES
PRIOR TO CONS7RUC7)ON.
2. BA515 OF EL£VATION: ELEVA710NS SHOWN ARE ON AN ASSUMED
DA1UM. MAIN FINISH FLOOR ELEVA710N � f00.0.
3. 7' CONTOUR IN7ERVAL
4. DURABLE MONUMENT �T AT ALL PROPERTY CORNERS.
LEGAL DESCRIPTION
LOT 16, BLOqC 58, AS DE.SGNATED ON h1E MAP ENA7LED, 'MAP OF
7HE EASTON ADDI7ION TO BURLINGAME, N0. 7; FlLED IN 7HE OFFlCE
OF 7HE RECORDER OF THE COUNTY OF SAN MATEO, STA1E OF
CALIFORNIA ON OCTOBER B, 1912 IN BOOK 8 OF MAPS AT PAGE 28.
BUILDING
+ 101.02 � .. . . � . . � � '
.: -. � , . �- GOVJCRETE��DRI�£WAY � .
� - -` � � .� . . . . � -��
. BUILDING ' � . 99.09 � � � ` 97���/ ...96.3
- 99.97 � 9 .�
�totoo CONCRElE WALL ��. �� se.sa �D �� 9942 � ��23'W - 120.25' ..�
� 100 72 �.P. _. 99.52 �F se vs �- ., ASPHALT J(3)7 OAZ �
too.�e = ton.ta -,-.� 99.55+ PAD . �'• �,
. 100.73 / �� � �� 38.97 �� 99.7.� �� K`
d ,. „ ... . .+99.92 _ +98.67 �, 1
I-1
. '� . `. :.� 99.94 ' 99J8
�' 100.d9r'� -•.98:8�
,; � . » _ o : � .99.9 � �99.'B8
� 100 69 �: W .:. ,,.�' 99 B6 � 99.92 99.94
+iooas �� :d ,a
�. 100.66 + f00.29 ! 99 B p y
., 1 .� r` ," 99.�5'P
I O ' ��( 99 74 8. ...
W � '+ 100, 43 � 99.88
�. � h e - � '� 99 83 . CONCRETE i�
I 9B b6
]V +101.15 3 . .. , . . .. �V99.78
� $ �� { \.9 �<
p �`�h �"700.79 ¢ 99.i96 _ .�_� -.- ... 99.63,
�b 3 p - 7- -
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] � .- . 99.65{
f00.47 ' qg99.94 � 9.81 .69 ��CL
ASPNI�iT 1�.4T{� +99.86 ' 99.63 �-
.�+100.91 � <. . .99.82 .'
9. 1 9<
: oo.3i rop.oa CURB
. 99 9$.Y7,. _ , � 9&92 � ...�J2�
99.51 .. , .., �� . ., . ..98 9 ...
99.54 99 J0+ • -
� �9. 74 � . 0 99.20 . .. 98.25 ..
- + 99 38 99.14 �
99.3d � + . , , .. . . .„ „ . < 99.19
ss.sz -,- CON(,YiETE DRIIEM'AY �. . .. , , .. , . . . -
' i E� C�i/2@ 9 .18 . .. .
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ASSESSOR PARCEL NUMBER:
�2�_,58_0,2
LOT A.REA:
6,015t SWARE FEET
T OPO GRAPHI C AND
BOUNDARY SURVEY
1341 VANCOU I/ER A I/ENUE
CI TY OF BURLINGAME
SAN MATEO COUNTY - CALIFORNIA
SCALE: 1 INCH = B FEET MAY 2017
GRAPHIC SCALE
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SURVEYOR'S STATEMENT
hIIS MAP CQ4RECILY REPRESEN75 A TA�OGRAPHIC
AND BWNDARY SURVEY MADE BY ME OR UNDER MY
DIREC110N AT 7HE REOUEST OF:
RAY NqJG IN: APRIL 2077
1 HEREBY STA7E 7HAT 7HE TOPOGRAPHY AND
BOUNDARIES SHOWN ON h115 MAP IS BASED UPON A
SURVEY MADE BY ME, DYLAN M. GONSALVES, PLS
8475
ON MAY 15, 2017
I FUR7HER STA7E THAT TU h1E BEST OF MY �
KNOWLmGE ALL PROV)SIQNS A� APPUCABLE LOCAL
ORDINANCES HAVE BEEN COMPLIED INiH. �� M ��NSS�
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p ; �j - N0. 8475
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SHEET�
OF 1 SHEE15
ORIG.DWG: 5-30-2017
REV.DWG:
J06: 1%-%S
FRONT SETBACKS: