HomeMy WebLinkAbout1430 Drake Avenue - Plans.
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1430 DRAKE AVE. BURLINGAME, CA
A.P.N.: 026-0�2-140
DESI�N DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY
2013 GALIFORIJIA BUILDING GODE
2013 CALIFDi�JIA MEGHANIGAL CODE I. SI7E ADDRE55: 143m DRAKE AVE. ARGi-{iT�CTURAL PROPERTY OU1NER:
2013 GALIFORIJIA PLUMBING GODE BURLINCsAME, GA 94mim
A.I GOVER 5HEE7 RICNARD a JENNIFER SARCsENT
1013 GALIFO�IIA ELECTRIC CODE 2 A� m26-m5i-14m A2 SITE PLAN 143m DRAKE AVE.
2m13 GALIFORNIA ENER@Y CODE 3. TYPE OF GONSTRUCTION FOR: A3 PROPOSED BASEMENT BURLINCsAME, GA
DWELLING AND GARACsE TY?E v-N A.4 PROPOSED FIRST a SECOND FLOOR PLAN TEL: (65m) 28m-Sm50
ALL OTNER S1ATE AND LOGAi ORDINANCES AND REGULATIONS OGGUFANCY GROUP FOR DWELLINCs: R-3 A5 ELEVA710N5
ALL S?RUGTURAL DESIGN DAiA AS PfR CBC SEC710N 16�3 OGGUPANCY GROUP FOR !sARAC:E U Ab ELEVATI0�15
ALL GONSTRt1GTION AS PER CBC TABLE 60L TYPE v. Al EXISTING GARACsE FLOOR PLAN, ELEVA710N5 + BUILDING SEGTION ARGNITECTURAL:
4. SITE AREA: 6O���PJm SF
ADOPTICfJ OF THE POI3 EDITION � TNE CALIFOpJIA STATE BUILDING GODfS, TITLE 2d, N.I GON5TRl1GTION BMF JAMES GNU
GALIFORJIA GODE OF REGULATiONS WAS MANDATED BY AB abl6 AND SB 28i1, E�EGiIVE 5. MAX. COYERED FLOOR AREA ALLOIUED: 3,420Dm SF qC.l AREA GALGULATIONS (PLANNER SET ONLY) GHU pE51CsN ASSOGIATES ING.
JANUARY I, 2014. TNE POLLOIUING LOGAL AMENpMENTS TO THE GALIFOPoJIA STATE BWLDING (32 0+ I,IB� $F * 4�m SF) 55 W. 43RD AvE.
CODES WERE FILED WI7N iHE oF�ICE oF NOU51Nr, AND GOMMUNITr DEVELOPMENr. 6 MAX. �OT GOVERAGE ALLOWEG !4m oJ: 2,40m.Dm SF AG2 AREA GALCULATIONS (PLANNER 9E? ONLYJ 5AN MATEO, GA 944m3
l. EXISTING S?RUGTURE TO BE REMOVEG TEL: 165m) 345-9286, EXT. Im4
ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SF�IALL BE PROTECTED B7 AUTOMATIG L,4hDSCAPE FAX: l65m) 345-9281
FIRE-EXtiNGU15HING 5Y57EM NFPA 13-D S?ANDARD. lE) RESIDENGE '-1,468Dm SF EMAIL: James�chude5igacom
LJ LANDSGAPE PLAN
GENER41. NOTES: 8. PROPOSEC FLOOR AREA �2 IRRIC:ATION PLAN
L ALL DETAILS, MAiERIALS, PINISHES AND ASSEMBLIES ARE N01 NEGE55ARIL'r SHOU.�1. TUESE FINAL FINISN (N) PROPOSED FIRST FLODR 1,60125 SF GI VIL SU(-dVEY:
DETAILS INGLUDINCs GASEWOf� AND MATERIAL SELEG?IG41S WILL 8E COORDINATED BY TNE OU1�lER (NJ PROPOSED SEGOND FLDOR 1,39225 SF
fE)GAR4CsE 41�.mm SF GIV1;= DMG ENCsINEERING, Inc.
2. ALL GONSiPoJGiION SHALL BE IN AGGORDANGE WI7N iHE UNIFOPo'f BUILDING CADE, APPLICABLE EDI71pJ, (NJ FRONT PORGN 191P18 SF - 20m SF (DD� $F BOUN:iART 6 TOPOGR4PNIG SLIRVE7 3m OAKWE COURT
AND ALL OiHER PERTINENT CADES, LAWS AND REGNIIREMENTS OF TFJE LOGAL BUILDING OFFIGIALS, (N) BASEMENT 69438 SF - l0m SF BPIm SF PLEASANT NILL, CA 94523
WFlETNER OR NOT 5P£GFICALLY SNOUIN ON TLlESE DOCNIENTS. THE$E D�UMENTS ARE NOi INTENDED i0 TEL: (925) l81-m463
SFIOW EYER7 DEtAIL OR CGNDITION. MANY DEiAILS IN RESIDENtIAL GONSTPoJCTION ARE BUILi AGCORpING �N) TD?AL FLOOR AREA 3,41m.50 SF < 3,42�.mm SF
?O PRCFESSIONAL GONSTRUG710N PRAC?ICES, AND ARE THEREfORE NOi DEtAILED M iNESE DOCLIMEN75. !W FLOOR AREA RATIO: 56$4 �
GONTAGT CHU DESIGN AND ENGMEERINCs ING. IF CONDITIGNS OR OtNER CIRGUMSTGNCES REQUIRE CNANGeS
M THE WO!'�cC SNOLLN, OR REQUIRE CLARIFIGATION. ALL UIORK SHALL BE DCtJE IN A HIGH QIJALITr M,aNNER.
AGGORp�NG TO TFJE PREvAIL�NG STANDARDS CF TNE INDUS7RY FOR EACN TRADE. 9. LO7 GOVERED AREA
lW FIRST PLDOR I6m125 SF �� ,� . ���'b�
3. THE GONTRAG7pR SNALL PROVIDE ALL LABOR, MATERIALS, EQiJIPMENT, SUPERVIS�ON AND CLEAN-UP i0 (EJ GARAGE 41�,0m SF �� �r ,. , ,„ ,'� J�
ACGOMPLISH ALL OF iHE WO�CY. 9HOWN, INGLUDING ALL WARRANiIES AND INSTRUGTIONS, TD f'ROVIDE A (NJ FRONT PORGN 191D8 $F
CGMPLETE U.�ING INSTALLA?IGN, AND TO LEAvE iHE OU,NER WITN AN AFPROVED PRODUCT. (N) DEGK 131.15 SF
d. GONTRACTOR SHALL ASSUME GOMPLETE AND SOLE RESPONStBILITY POR MEANS AND METHODS OF �N) BALGONY 35.00 5F �y �,;"'j ;``i
GONSTRUGTIDN, AND FOR ALL $AFETY MEASURES TO PROTEGT ALL PROPERiY, PERSONNEL AND THIRp �N� F��PLAGE IIPJm SF ' _�
PARilES FROM DAMAGE OR INJIJRY. TNIS RESPON9IBILITY SHALL BE CONtINU01J5 AND NOT 50LELY DLIRING (N) TOTAL FLOOR AREA 2�93D8 $F <2,4m�.m0 SF
WORKING NOURS. GONTR4GTOR SHALL DEFEND, INpEMNIFY AND HOLD HAp1LE55 GN11 DESIGN ASSOCiATES ( W F L O O R A R E A R A T I O: 3 9 8 8 e ' '- ��� �� �
ING. AND RELATED ENCsiNEERS FROM ANY CLAIMS OF LIABILITY, REAL OR ALLEGED, IN GONNEGTION WITH ' �.�_:.-� �� ' 1��
.,, s .. +L. . _.., .:�,-.,:_.
iNE PE�DI�t1NGE OF HIS WOPoC ON THIS PROJEGT, EXGEPiING FOR LIABILItt ARISING FRCM THE SOLE r�. ���• e--., ;-.. ..: ,:.. ,- ;;
NECsLICzENCE OF CNU DESIGN ASSOCIA7E5 ING. AND RELATED ENGINEERS. --> �� -�� � -- <�
5. THESE DOGUMENTS DO NOT GONTAIN PROVI510N5 FOR ?NE HANDLING OR REMOVAL OF l�NY NAZARDO'JS
MATERIALS. SNIXILD ANY SUCH MATERIALS BE SUSPECTED OR ENGOlAJTERED, SPECIALISTS SHALL BE
CALLED IN TO MAKE RECOMMENDATICNS.
6. PROVIDE ALL MANDATORY FEATURES RE(]UIREp BY TN£ T-74 ENERCsY GOpE, INCLUDING C 0 N S T R U C T I 0 N S C H E D U L E
WEA7HER-STRIPPINCs, BIIILDINCs INSULATION, PIPE INSULATION, LIGNiING AND APf'LIANGE MEASURES, AND
oTHER FEAiuRES REGiUIRED B1' TITLE 14 oR oTHER STA7E, PEDER4L OF LGGAL CODES. L ND PERSON SHALL EREGr (INGWDING EXGAVATION AND GRADINGI, DEMOLISN, AL1ER OR
�. ND PERSciJ SUALL EREGt nNCLUD�NG ExGAvai�oN ,4ND GRaD�NG), DEN�OL�S+-�, aLTER OR R£PAIR ANY REPAIR ANY BUILDINCs OR STRUGTURE OTHER THAN SE?WEEN TNE FOLLOWINCs NOURS
au�LDING orz SrRUctURE oTUER rut�1J BEiwEEN ruE NouRS PErd-1�rrED BY 7uE LocaL JURISD�a�oN. EXCEP7 IN tHE GASE OF URGENT NEGE551TY IN THE INTEREST OF PUBLIG �IEALTH AND
SAFE7Y, AND TNEN ONL7 WITN PRIOR UJR�?TEN AP?ROVAL FROM 1HE BUILDING OFFiGIAL,
B. ANY HIDDEN G�IDIiICiJS iHAt �Ch11RE ul� t0 BE PE�OR9ED BE1'p�lD THE SCOPE oF THE WHIGH APPROVAL SHALL BE GRANTED �OR A PcRIOD NOT TO EXGEED THREE DAYS.
BIIILDINCs PEfd'iIT I55llED FOR THESE ?LANS MAY REGri11RE RIRTHER GT1' APPROVALS �NGLUDINCs REVIEW NOLIDAYS ARE TNE FIRST DAY pF JANUAR7, TFIE TNIRp MONDA7 OF FEBRUARY, THE LAST
BY iNE PLANNING CO�i510N. MONDAY OF MAY, 7HE POURTH DAT OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE
ELEVENTN DAY OF NOVEMBER, tNE FOURTN THURSDAY IN NOVEMBER AND THE TWENTY
9. PLUMBING CONTR4GtoR WILL PROVIDE A SINGLE LINE DIArsR4M ON tIME OF INSPEGtION AND ANr FIFTH DAY OF DEGEMSER IF THE PIRST DAY OF JANUARY, TNE POURTN DAY OF JULY, THE
iNSrALLATior� PRIOR to PLAN GNEGc ANp APPRovAL IS Ai coNrRaGTOR'S RiSic ELEvENTH DAY OF NOVEMBER AND THE TWEN77-FIPTN DA7 OF DECEMBER FALLS UPON A
10. FIRE 5i RINKLERS SHALL BE INSTALLED AND SNOP DRAWINGS SNALL BE APPROvED BY THE FIRE SUNDAY THE FOLLOWING MONDAY 15 A HDUDAT. PROVIDE THE FOLLOWING GONSTRUCTION
DEPARiMENt PRIOR to MSTaLLAtION. HOURS ON THE PLANS PER GI?Y OF BURLINGAME MUNIGIPAL GODE 1801.1im.
i MONDAY TNRDUGH FRIDAY: 8AM TO IPFt
II. If GRADING PErd'ili IS REQUIRED, IT SHOLILD BE OBTAINED FR6M DEPAPo"IENT OF PUBLIC LL�S. ii, SA?URDAYS: 9AM TO 6PM
iii 9lJNDAY AND NOLIDAYS: NO I1JOfc'IC
12. IF PUBLIC UlOPoCS REQUIRES SIDEWALK REPLACEMENt, POLIGY FOR EXPANDItY,s WIDiH � PLANTER
STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED. 2, GONSTRl1CTl�l HOURS IN TNE GITY PIJBLIC RIGHT-OF-WAY ARE LIMITEp TO WEEKDAYS
AND NON-CI?Y NOLIDAYS BETUIEEN S:mmAM TO 5:00FM.
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NOV.2015
ASNOTED
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A.1
0
CsENERAL NOTES:
.. SEE LMIDSGAPE P�AN FOR DETAI! 11$Ofd?A?I(,t'J
1. M4XIMA?7 DRI�fWA7 SLOPES SHA.L NOT EXCEED FIFiEEN (15) pE�ENT qT
AN1" POMi WTFKYJ7 SPECIAL APPROVLy. � 7I$ pEPARTMENT Cf p�IC
LLtJPoCS+ SLOPES M ExCESS OF tOENtt !20) PE�ENi SHALL f€GbJI�
APPR�vAL Gf tNE PL,WJJIW' Gp1Mi551CnL TRAN5171ONAL SLOPES ARE
f�GEllfefD FOR DRIvEWATS LL411CH EXGEW TEN (10) PE�ENT hFJCRATI
SLOPE. NO iRAN51TIGNAL $LpF'E $HqLL EXiEND INTO A�pJIfiEC
PAq;RG SPACE.
3. d DETtOLITIQJ PEfd11T IS �f111,�D FOR SIDEWALK °��R PND WATER
�PLACEMENT
4. �QWRED PRD7ECiIVE FENGMG M15T BE INSTALLED MID IN5FEC7ED
PRfOR TO DEMO PErd'IR 155t1E.
5. SEIUER BACf�LOW PR.7iECTION CERTIfIGATE IS I�LNJI�D PER ORDINANCE
NO. til0. A DRdFT GERTIfIC471CN SH.ALL BE ;AIBMITfED PRIOR 70 THE
I�a511pNCE LF A &11LDIPX PEp'lli.
6. THE BtIRvEYOR IffCp�0�1ENp5 iF� Gitt YERIF7 iHAT iHE t�RTINENT
RESIDENGES �RE �JSED M THE GALCULAiION.
1. 6AR4GE FOOTINi 5HALL NOi EXTETID INTO 0� KOOT SETBACK WITHq1T A
LICENCED SURVEY AND FlELD STCKI�Ya �VIEIIED BY INSPECiOR
B NEW LLI4TER 11E7ER SNALL NOT ON PRNA7E PR�F'ERtt. IT MUCN BE
LOCATED ON R16LIC PROPERi7 :-0R ACCEGS B7 ME1ER rffADER
9. �W GELLER LME WITH GLEANGtI? FOR NEW FIq15E. GLEANCUT A7 SELLER MAIN
LME TO BE IN PUBLIC EASEMEM FOR GI?Y AGCE55.
10. CQ�1TRl�,:TOR SH,4LL ENS�JFE THE ppffiLE vALE ASSEMBLY FOR FIRE
Q1T
PRD7ECTION SNALL BE TE57ED GND APPROVED BY A SAN !MTEO COU:tt
ENVIRLtd1ENtA� 41E.4LTu APPRpyED :LTIiRACiDR PRIp2 TO SCHEDLILING
W4tER DEPARiTtENT FINAL.
II. Pl7DYIpE ApEp1ATE FIfE fLPI; BASED I1PRJ GGtd5TFd1CTIGN qNp SIZE GF
&11LDIN5 , SEE UFG APPENDIX IIIA. MP11t�4A9 500 GPH f�GYJI�D. SEE
TABLE NO. A-ilI-A-I.
17. HINR9A1 I' WATER HEtER �GNIIRED
13. If BACKWATER P�7ECtI0N IS �QUIRED, CCN1R4Ci0R SNALL PRONDE
AN ISp1E1RIG DIAGRAM CF TNE &JILDMG SEUIER INCLIiDMG ALL
BAC1ClUATER VALVES, �£Llff VALVES, A� dVY SELLER IN,IECTION SYSTEM
DEiAILS. Qir OF BURLMGAME FNNIGIPa1 C.�E OkDMANCE Il�.
14. PROVIDE SURVEY STAKES FRIOR i0 FdJ�DAiION INSPECTIqJ TO vERIF7
L07 LIt�S.
15. PROVIDE A P�8311f� A850f�RYa pEVICES � APPROVED MECNMIICAL
DEVICcS A� f.'E411RED ON WATER LINES, LOCAtED AS CLOSE A5
POSSIBLE TO WICK ACiMG vALVES, THAT WILL Ad50� HIGH PFtE'aSUfi'ES
�su�nr� �on r,�iac aosir� cf ana-acrn� va�ves. ccr�cc
SECTION6O9.10
PUBLIG WO� NOTES 8 GONDITION6:
I. dN7 W�dC M h!E C1T1' RIGNT-pF-WAY, SUCN AS STF£ET, 51DEllWLK Af�q
FUBLIG ElSEYEMS, MID UTILitt EASEMENTS, IS f�GMJIRED TO OBTAM AN
ENCRDAG�PIEM PER11T PRIOR t0 STARTIt1'� LLbRK
2. A f�itOVE/RERACE U11LItIES ENCROACVA'�NT PEFCiI? 15 RELEJI�D:
• REPLACE G1.L CUfffi, GUfTER, DRIVEIU4Y AND SIDEWALK FRiM!ING SITE.
• RW ALL Ex15TIN's 5M11?AR7 S�LLfR LA'ER4L COI�@dECiIGNS AND
M3T4L! A NEW 6' LATERAL.
• dLL WATER Li� CCW��CTILTS i0 CIT7WdTER MAMS fOR 3ERVICES OR
FIRE LII� Afg t0 BE MSTA�.LED FfR CITY STPNDA� PRCCfD11�5
AND SPECIfICATILN.
• M17 OTNER IAJDE�aROJND UTIL�TT WOFKS WITHM CIT7'S RIG11T pF WAT.
3. NO SiOt31 WAiER$, UJpErda�IkJD WATERS DRAMING f�M pNl' LOT,
BIIILDING, OR PAYED d,�AS SNALL BE ALLGIED TO DR4M TO ADJ4GENT
PR�PERTIES NOR SHALL iNESE WAtERS BE COMIECTED TO 7HE Cltt'S
BqNIi4RY $EU.�R SYSTEM. iV$5E WATERS SHALL ALL DR41N TO EITHER
ARTIFICIAL OR NAiURFlL ST012�1 DRAINCGE FACILITIES 81" GR4vltt pR
WMPIrK'i F'EGARpLE550F iNE SLOPE OF THE PROPERTY. NO RAIN WATER
FROM RDOFS OR OTHER RAIN WATFR DRAINACaE SHALL DI5CHARGE UPRJ A
PIIBLIC 51DEWALK (EXCEPT IN SMGLE PAMIL7 AREA1 PER I'0.MICIPAL GODE
SEC71pJ IBID8D9D.
4. SEILER BACKLLIATER PROiECTION CERTIfIGATIGY.' IS fEWIfED WR THE
INSiALLATIqJ OF ANY NEW SELLER Fl)cTI1RE t�R O�INN4CE NO. IllO.
5. ALL WATER LINE GOhBJECiICNS TO CIT7 WATER HAINS WR SER�ICES OR FIRE
LI� t�TEC110N Af'aE TO BE MSTALLED PER GI77 STANpAf� PROGED'JRES
dND MATERIAL SPECIFICA11RJ5. U,N.RACT TI� CIi7 WAiER DEPAR1i1ENT
FOR CGMIECTIGN fEES. IF �OIJIRED, ALL fIRE SERVIGES AND SER�IGES 2°
AND OVER WILL BE IN5T,4LLED BY WILDER ALL WDE�RCXAJD Flt'�E
SE2vIGE CGMlEGilONS 51L41.L BE SIIEMITTED AS SEPARQTE WDEIxaRDIlJD
Firg serzvice �ir � r�view arro a�va�
6. NO 5?PoICTURE SFidLL BE BUILi MTG CIT7'S RIGHi-OF-LLl47. TVg PROf'ERiY
LIP�, qJ BALBOA AVENIE IB APf'-ROxIMATELY TE/J-FEET ;10')11EA;A1REp
FT�fi FAGE Gf G1fB.
'I. THE P�JECT SNALL LGf1PLY WRH TI$ LITY'S NPDES FEq1lt f€LN1IfaiMENTS
i0 Pf�VENT STOFfii WAiER PoLLUTION.
S. dLL DEBRIBlG4f�dC� CLNiA1NER5 LOCATICN SNALL BE Q�l PROPERTY. M
A SINATION WHEf� tHAT IS NOi P0551BLE, MI ENCR�ACFf1ENT PEF711i 15
�LiII�D fROM PJBLIG U1�F2K5 DEPARiMEN7 FOR PLACIIY
DEBRIS/GAkBAGE CGNTAMERS M R18UC RKaF1T-CF-WAY, NO LLET GA�AGE
FLUID SHALL EMER PUBLIC RIGHT-Cf-WAY OR THE STO�T'I DRAM SYSIEM.
9. CGNSTPoICTICN IN THE PIJBLIC RK.NT-OF-WAT IS PRCFIIBiTED DURItY iHE
NOLIDAY 9410PPING MOR4TORIIAI PERIOD, FRGM FIRST SAiI1RDAY Cf
NOVEMBER THROIIGH 'fFg FIR3i SATU�A7 AFtER NEW 7EAR'S DAT.
FIRF 5PR�NKLER
DR'IESTIC WATER
T1CV�p 4EGEND:
YILM WATER ME7ER
� V - VALVE
DCY - DOUBLE GHECK YALVE
�+ MGv - MAIN CGNTROL vALVE
BFD - BAGK FLpll PREvEN710N DEVIGE
-II� - WATER LINE I-I/4"a TYP.
t �OVIDE A BACFLOW P�YENTIGV DEVICE - USG APPROVED DCUBLE
CHECK v4LVE A55EMBLr.
2. CONTRAGTOR SNALL EN5L1� TV1E pO118LE GNECK vALVE A53EhIBlY FOR
iNE FI� PROTECTIqV SHALL BE tESTED AND APPROVED B7 A SAN
MATEO COIkJiY ENVIROM'IENT4L HEALiH APPROVED CAIJTR4C?OR
fRIpR TO SCNEDW.ING WAiER DEPARTMENT FINAL.
3. PROVIDE ADECrJA1E FI� FLpll BASED IJPCRd GONBTRUCTI0IJ AND SIZE
� JCNCI IQ I �li�lX IIIt Q I L Q �N�
1 E L R LL
NOT TO SCALE
DRAINACsE NOTES:
RAIWUATER COLLECTIGN
ALL NEW R�f RArtJu.WTER SHALL BE COLLECTED BY MIEANS CF GALYANIZED ME'.4
G11rtER5. WLE55 NOTED OTF�RWSE, LOGATID AT TLIE EAVES. PAIM TO MATGH GOLOR
SCFgME OF f�51DENGE. GUTTER SNA:L LEAD TO 1" X 4' f�CTMX�ILAR METAL
DOU1'Sft�lli5 OR DCLLNSFq1T5 70 MATC:! EXISTRY dNp/OR COppER R4RJWpiER LEADER
Dp1NSPGJiS SHALL TE�'1MATE BELOW GRADE i0 A FERIMETER 4" DIMiETER ABS SOLID
DRhMPI�. p!J 4" DID1'�7ER (q2 $iZE A5 NOTED ON 51iE PLON) 50LID PIP� iHRCWH
F4CE CF Gl� 50 THAT WATER UALL EtiPTY M?0 iHE STIgET GUttER S787EP7. SLOPE ALL
P�PES FOR ADE/.J4TE DRAMAGE. M�.RE THAT T41E LOCATIqJ GVJOSEN fOR iF� PiPE TO
GO THRDUGIJ TNE FAGE GF GUkB IS ADEGe)AiE TO GAFd2'/ THE WATER FRG�7 TNE SITE TO A
CITY IMM7AIt�D WAiER COLLECiIGTI SYSTEM. RJ SIrYiLE-FFd11LY RESIDENCES THE WAtER
MAY FLCW TO iNE 5't�ET BY GR,4VITY ME7HOp F'RONDED iHERE 15 ShfICIENT GRADE
i0 It15U� FLOW TO TI$ STREEi C4iTTER M�D THAT UA47ER DOES �T FLCW ONtO
ADJOINING PROPERilES.
^�J_M_P P'vtl1P HAY BE F£GM11�D (SEE SItE PLAN/
IF iFIE GRAvITv METHOp OF pRAINAGE CAFRJOT BE IlSED, PROVIDE A 51JMP WP1P OF
ADEQUAIE 517E i0 GARRr ALL WATER iHROWH A J" DIAMETER ?B5 PI� iHROWH THE
FACE OF THE GURB SO THA7 iHE WAiER WILL EMPT7 INTO iNE GU77ER S75TEM. INSIIRE
iHAT THE LOCATION GHOSEN FOR THE PIPE TO GO THROUGH THE fAGE OF GU� IS
ADEd1ATE t0 CAPo2Y TVaE WATER FROt1 iHE $ITE TO A CITY M4INTAINED
LLI47ER COLLECTICN BYSTEM.
PRONDE A B/+Q.'�LGW PREVENTEWDEVIGE AT A LOGATIGN M1¢AR il$ iEfd11NATIpJ OF
TF1E SpLID PIPE THRpJCN iF� FACE Lf CU� AS REa11i2ED 70 Pf.�vENT R41WUAiER
FROM iHE CdJTfER SYSTEM ENTERI1Ya T1ff 51MP RR1P SrSTEM.
SIA'IP PJMP AT A t1M111U1 SiWLL BE A V4 F7P AII1CMAiIG SI�h9ER518LE 5i91P P�MP WTH
PER%OR�IANGES AS L�` iED BELOW (MMRRPIJ MSTALL AS FfR MMCFAC1UFfR5
SPECIFICGTIGNS dND �Cq'A1QIl�A71Q15.
DISCNARGE FEE7 GF VgGD 5 'D 15
PEf€OR1MICE (GALLRdS FfR 4Kr1R) 2280 1670 660
$U1P PIT� M5T,L1,L PUT'IP IN ;�A"IP PIT (CATCH BASIW WITH TNE MMIMAA1 CLEARANCES PND
DEPTNS A5 PER HMdFACT1AffR SPECIFIGATIONS AND �CLMIEI�ATIONS.
FIRE NOTES:
CRJiRAG7pR SHALL OBTAM SEPARATE FIRE SPRR�LER F£Fd11i WR
THE INSTALLA7IGN Gf iHE FI,� °�PRINKLER Sr51EM M AGCORDPNGE
WTN SEGiIp� IlID4ID30 Gf THE BURLItY,aAME FIRJICIpAL COpE. iNE
MINIrA1M SIZf SERYIGE FOR FIRE SPRMKLER SY5TEt1 SHALL C'.G4JFOla'15
TO N�'A 13 OR 13R IS 1'l FOR NFPA 13D SY5TEM5 TI$ MINIMJM SIZE 15 I".
fIRE SFRINKLER 9HOP DR.4UNNG5 ARE TO BE 5ll&11iifD DI�CiL7 ?O
THE BURLIIJ�aN1E FI� DEPARiMENt Ai 1399 ROLLIN$ ROAp,
BURLINGGI1E ON�Y !r'iER FI� SPRINKLER IMDER'iRCtMDS HAVE BEEN
9UBMIttED TO TFff &JrdINGAME BUILDIW.a DEPARii"�NT.
NOTES:
t CONiRA��10R SHALL PROVIDE ADEGM1AiE HEA°JJIgS TO AVOID EROSIGN OR
SEDII�FJT FROM LEANMi iHE SITE AND FLOWMG IMO THE S�ET, CUf� OR
GUT7'cR (IlSE STRAW WCDDLES)
2. P��ACE ALL CUfi�, Ci1TiER DRIVEWA7 MID 51DEWALK FR�NiMG SITE. (1)
PLW ALL EXISTING SANIiA�"cY SEUER L4TERAL GGTNEC?ICNS AND M9T4LL d
NEW 4' LAtERG1, (3J ALL W.4TER Llt� LLMlEGTIONS TO CITY LLW7ER 11AM5
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LLI�OD LLbOD ENiRY LLqOD GARACsE D�R
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FRONT ELEVATION
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I FLAT CAP-SHEE7 I.KaHT FIXIll�, 40
R.OGfING, TYP. WATTS MAX.
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ELECTRIGAL 1'8"xYlO" GLEAR ?7P. DOOR
SERVICE EM�EAiENCY EC#55
LEFT ELEVATION
SCALE: 1/4„=1,_0„
TOP OF RIDGE .I
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FL4T CAP-SI�ET Y-0"x4'-0" 1'-0"r1'-O" FIXED �j
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RIGHT ELEVATION
SCALF.: 1/4„=1'-0.'
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OBUILDING SECTION
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� REVISIONS
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Watei PO��litiQn
Prevention Progra m
Clean Water. �� �EE��:a �A�r;,�:��� :&��
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Construction Best Mana ement Pra�tices Bl��IPs
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Construction projects are rec�uired to irnplernent the stQrmwater best management practices (BMP) on this page,
as they apply to your project, all year long.
Painting & Paint Removal
M1Zaterials 8► ��'aste �'�Zanagement
Non-Hazardous Msterials
0 Berm and cover stockpiles of s�1nd. dirt or other caistruction roateria{
�4ith larps Nhen rain is �'orecas9 or if not aclicci� bcing used �+ithin
14 da} s.
❑ Usc (bul don�t ovci�uscl rcclauued ��atcr for du9t cautrol.
H:uardous hiatcrials
❑ Labcl all hazardous matenals and hazardous ��.astcs (such as
pesticides. paints. Chinners. soi��ents. fuel, oii. and anGfreeze) in
accordancc witlt cih, counh_ st��tc and 1'ederal regulations.
U Store hazardous materials and «astos in water tigEit containzrs; store
in appropnate secondan cotitaiiuucnt, aud co� er thcnl at the end oi
evei7• «ork da} or diving wet st�eather or �ti hen ra�n is forecast.
❑ Folloti+� mamdacturer's appJicatioil instiuctions Cor hazarduus
materials and be careftiil not to use roore than necessan. Do nat
appl� cl�cmicals outdoors Hhcn rain is forccast ticid�in 241iours.
❑ Axrange for appropriate disposal of all ha�ardous �i astes.
ikaste Management
❑ Cover ��aste disposal coutainers sccureh tlith tai'ps at the end oi
ci'en t4orl� dati and diaring tEe� �+cathcr
❑ Check waste disposal cauainers frequentl} for leaks and to makc
sure Qte� are not oaerlilled. Ne�er hose down a dumpster on the
constn�ctioi� siYe.
0 Clean ar replace porpble toilets, and inspect tl�em frequent'lc 1or
leaks and spills.
O Dispose of all wastes and debris properly- Recycle materials and
��asies thal cs�l be recyc(ed (sueh as asphalt, �oncrete, aggregate base
matenals. ieood, g� p board. pipe, etc.)
❑ Dispose of'liquid residu:�s liom paints. thinners, sol�ents_ glues, and
cleauiug lluicis as ha�ardous waste.
Constructi��n Entrances and Perimcter
� Eslablisl� a�id mainG�in etlecTi�°e perimeter controls and stabilize all
constnictiou cntranccs and ehits to sufficicntlp contro[ crosion and
szdiment discharges from sit� v�d trackii�g ot�'site.
❑ Swecp or cacuum am strect Lrackinc im��iudiaiek and secure
scdimcnt sourcc to prc��cnt £urthcr tracking. �cccr hosc doFin strccts
to clean u� iracking.
Equipment Nlanagement &
Spilt Control
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�Ylaintenance and P:u•king
❑ Designaie an area, fitted ti�ith appropriake BMPs, for
�ehicle and equipment pnrking and storage.
❑ Ycrfonn major maintenancc, repair jobs. and �•cliicic
and eyuipment ti+ashing oPf sitc.
❑ if rcfi�eling or vciucic maintenancc musi bc donc
onsitc. work in � 1�crmcd arca awa�• from stonn drains
and a� er a drip E�a�i big enougl� t� collect �uids.
Rcct�cic or dis osc of [luids as haznrdous xasic
_ p
� If � ehicIe or equipment cieaning must be donc onsite.
cl�an �vitl� watcr onl} in a bermcd arca iliai w ill not
allo�+ rinse �mater to run into gutcers, streets. stornr
drains. or swface w aiers.
❑ Do not ciean cehicle or equipment onsite ttsin� soaps,
solvents, degrcascrs. steam cicanirig cquipmcnt. etc.
Spill Prc�ention and Control
❑ Kccp spill cicanup n�atcri�ls {rags, absorbcnts, ctc_)
available at the construcrion sile ai all ti�aies.
❑ Inspect vehicles and equipment freyuand} for and
ret�air ieaks prom�tl�°. L1se drip pa�is io eatct� lcaks
wrtil repairs are made
❑ C(ean up spills or leaks imruediate(y and dispose of
cleanup zTzateri�ts }�ro}�er15.
❑ Do uot hvse do�yn surfaces where 8uids ha` e spilled.
Usc dn cIeanup mcfihods {absorbent materials, cat
i��«r, �,�a�or r�a5�.
❑ Swcep up spillcd dry matcrials immctliafcly, Do nol
tn to wash thcm a�•a� �t�ith s��atcr. or bur� tltcm.
❑ t'lcan up spilis on d�rt areas b� digging up and
properlti disposing oFcc�ntamusated soil_
❑ Report signific�ut spills inunediatelc. You �re requir�l
by lac� to report aU significant rsl�ases af har.ardaas
matcnals, includrng oii. To icport a spiil: 1) Dial 9ll
or � our local emergeitcr respouse number_ 2) C�II the
Govenior's O1Tice olEmcrgenc� Services Wamuig
Center, (RO�j R52-755Q {24 hours).
Earthwork &
Contaminated
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F,�rosion Control
❑ Schcdulc �radi�ig and exca�ation nork for
dn ueatlicraiil�.
❑ Stabilire all denuded arcas, install and
maintain temporar}' erosion conuols (such
as erosion conlrol Cabnc ar boi�dcd Gbcr
matn�) until r,�egetation is established.
❑ $eed or plant �egetation f'or erosion
coutrol on slopcs or c�hcrc constructian is
not im�nedi�tel� planned.
Sediment Cont�7�l
0 ProtA;ct storm drain inlets, gutiers� ditchcs.
acxd drairrage courscs wit6 apprapri�te
BMPs, such as graret babs. frberrolls.
benns. etc.
❑ Prevznt sedimcnt from migrating ofisite
bc installing ztnd main�iining sedimoni
controls, such as fiber rolls. silt fences, or
scdi��ient basins.
❑ Keep escavated soil en thc siie titihere it
v; ill not co(lect iuto the stract.
❑ Transier exca��ated maierials to dump
trucks on thc sitc, not u� tha strcet.
❑ Co�ttamulated Soils
❑ If any of the following canditions are
obsen-ed, Test for contamination and
contact ilic Regional Watcr Qualit��
C'antrol Board'
■ Unusual soil conditions. disc�ioraGon,
or odor.
■ Abandoncd andergraund canks.
■ .�bandoncd ��ells
■ Buried barrcls, debris; or trasli.
PavinglAsphalt ttiork
C) Avoid pauing and seal coating in wet
weather, or ��tien rain is forecast before
fresli paccmcnt ti�iil ha�c tirtre to curc
❑ Corer stonn drain inlets and manholes
when applying seal coat, tack coat_ slurry
seal, fog seal. etc.
Q Collcct azid rec} cic or appropriatch
clispose oi'excess abrasii e;racel or sand.
Do NOT swee}� or �+ash it into guCters.
� 1�o not use �vater to �jash dor�n fresli
aspl�alt concretc pavciracnt.
Sa�ieuttin� ci Asphult/Conerete Removal
❑ Complcicl� covar or b�rricade stc�nn
drain inlets wheu saN cutting. Use filter
fabnc. eatch basin inlet filters, or ��a��el
bags to keep slurn out of the storm drain
sastcm.
� Slto�cl. abosorb, or �acuum sa�c-cut
slurr� and disposz of all �vaste as soon
as � ou are finished in one l�cation or at
die end of each r�ork da� (�rhiehecer is
sooncr' )-
� If sa���cut slum° enters a catoh basin, clean
it up immediatelv.
C'oncrete, Grout & 1�lortar
Application
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❑ Store concretc, grout vid morlar under
co�'er. on pallets and a�sa� from drau�age
areas Thcsc matcrials ruust nercr reacli a
stornt drain.
❑ Wash out c�ncrete equipmentitrucks
a0�site or in � contained arca. s� Uiere
is uo dischargc iuto the undcrl�ntg soil
or outo surroimduig areas. Let cancrete
harden and dispose of as garbage.
❑ C�lleet the ��ash water from ��ashing
cxposcd aggrcg�tc concrGc and remo�c it
for appropiiatc disposal olTsite.
Dewatering
❑ EFlecti��cic rnanagc ali run-on; all
runoff�ciihin tl�c site. and all rw��fl�that
discharges from the site. Di�ert ruu-on
Natcr fram offsitc aa ad° from all disturbed
areas ar othern ise ensure comp1iance,
❑ When cle�+atering. notif� aud obtain
appro�•al from the local municipalit}
bel`ore dischargi�ig t�ater to a street giiiter
or storm draiii. Piltration or di�� crsion
througli a basin; tank. or sediment trap
mati be required.
� fn areas ofkno�n eQntarnination, testing
is requiied prior to rousa or discharge of
,roundcvater_ Cansult aiih the Engineer to
detennine ��hether testing is required and
ho�c to iziterpret restilts. Contaminated
growidwater must be treated or hauled
ofl=site far proper dispc�sal.
Starm drain polluters may be liable for fines of up to $1 Q,000 per day!
P ►mtmg cleanu�
❑�veeer dean brushes or nuse pamt
contamers mto a street. guiter; stonn
draru; or surt'acE W alcrs
C] For itater-based p3inLs, paini out brushes
to the ettent possible. Rinse to the
sanitare se�ver ouce � ou hace gained
permission Crt�m the local wastei+ater
treadnent autharih�. Ne��er pour paint
down a dravi.
❑ For oil-base�d paints, paint out bmshes to
Qte e.�tent possible and cloan Lvilh thim�cr
or solvent in a proper conlainer. }�iltcr and
rcusc thinncrs and soh�ents. Disposc of
residuc and wiusable thimtcr'sol� cnts as
hazardoi�s kaste.
Paint remo�al
O Cl�amical pais�t slripprng residue and
chips 1nd dust from marine paints or
ainis contai��in 1 r ri
p g cad o t buh•Itin must
bc disposcd of as hazardous �� astc.
❑ Paiut chips arid dust from non-hnzurdous
dry stripping and sand blasting ma� be
s�ept up or colleot�d in plashc drop
cloths and dispnsed of as trash.
Landscape Materials
❑ Coaitain stockpiled landscaping materials
bt' storing thcm undcr tarps wlaen thcy are
not activelc beina used.
❑ St��ek crodzble lar�dscapc material on
pallets Co��ex or sto�e ihese matenals
�� heu thc� are nui actireh beui� uscd or
applied.
D.Discontinuc applicatim� oP an1° crodiblc
landscape material �+iU7in 2 da� s,before �
forecast rain c`�+t.ordurz�ie ��.�t tiseati�et-
REVISIONS
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4"x4" PT. RUJp POSTS l8' O.G. MAX.I
2°x4" Ru1D TOP ! BOTTOM R41L5
i"x8" RWD PANELS W/ TOP / BOTTOM TRIM
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0 !;� I i ' ' �' N�TAIN NATIJRAL
� ,! ' � 12" LATTIGE ON TOP
(E) WOOD FENCE
TO REMAIN
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FINISH CsRADE
12" DIA. CONC. PIERS, 3m" DEEP (TYP.J
A SWOOD�FENCE
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�J 8' PINE POLE �STAKE
OUTRSIDE ROOTBALL
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4" MULCN IN BASIN
FINISHED i WATER BASIN
GRADE ' �3" NIGN LIP
I � ROUGNEN SIDES
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PREPARED BAGKFILL
AMENp WITN ORGANIC
5 o ORGANIG GOMP05T
d MYGORRHIZAL FUNGI
`� PER MFR'S SPEGS
PREPARED SUBSOIL
� 3x ROOTBALL MIN,-� PEDESTAL
rwiDeR iN aaY soi�s�
�g�TREE PLANTING
� SCALE: NTS
RDOTBALL
4" MULCH IN BASIN
FINISNED WATER BASIN
CsRADE �3" HIGH LIP
ROUCsHEN SIpES
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PREPARED BAGKfILL
�AMEND WITN ORCsANIC
5 o ORCsANIG GOMPOS?
a M7GORRWZAL FUNGI
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GONvEX PLANTER BASE
�-�.5x ROOTBALL MIN.-� PEDESTAL
SHRUB PLANTING
CSCALE NTS
CONCRETE UNIT PAVERS
POLYMERIC SAND JOINTS
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Q 2" LAYER COMPACTED
� SAND BASE
MORTAR JOINT
N #4 REBAR CONTINUOUS
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�AGGREGATE BASE
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� VEHICULAR UNIT PAVER PAVING
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SIDEWALK- TO BE
LAN DSCAPE PLAN
SCALE: 1 /8" = 1'-0"
PLANt LIST
143� DRAKE AvE. BURLINCsAME, GA
TREES
SYM BOTANICAL NAME CDi1t10N NAME Qtt. SIZE/SPACING CsRCUJTN R4TE
1 JAPdNESE M4PLE � 14' BOX YIOpERATE
B (El b" OPK TO BE F'EI'IOVED t f�pLANTED � � 14° 80x
IN SAF£ LLL'ATION
SHRU6S
I HEIIGI�Rq MILRANhIA ' PALACE PURPLE' PALAGE PURPLE CORAL BELLS 8 I G4LLON MODER4iE
7 BOXLLS SEfM'ERVN�NS ETL'sL15N BOX �pOD l I GALLON HDDER4iE
3 Ig.i'�ROGALLIS'CY�IAfaF RED' DAYLILY {9 I GALLGN MODERQiE
d PH^✓fa'lIU'1 'CiJAfd�SMON' GUAfiD5MAN FLAX 5 5 GALLON hIODERQTE
5 GAMELLIA 545MlOIlA 54SAN�JA CN1ELLIq 6 5 GALLON MODERAIE
b CNOISYA TERJATA HEXIGM' OR4NaE I 5 GALLON FAST
� GAMELLIA JAPONICA GdMELLIA 7 15 G4LLGAI MODER4TE
8 LAVANDULA AlJGUSTIFOLIA ENGLIS4+. LAVGNDER 6 5 GALLON I�ER4tE
GROUNDGOVER
GI DttiONDIA M42iAf�TAE SIL4ER C,q4PET 35 FLATS I'110DERdtE
Lt+u.N
BOLERO BLEND,DELTA BLIIEGRA55 C0. 580 SF ROLLS SLOW
r�w+� r+o�s
I GGNTR4GTOR SNqLL VERffY CN 51TE ALL GRADES, PROPERTY L�S, EASEtffNT$, SETBACKS, UTIU71E5, SRE IMPRDVEMENtS, LLWTERPp,OGf11�Ai PND IBJDERiROUND %PING BEFO�
CGNSii'�JGTIpJ BEGMS ALL DISCfa'EPPNGIES OR PROBLEIIATIG SITE CGNpITIONS SHALL BE S�HT TO T1$ ATTENTION Gf THE LAND5CAPE ARCHITECT.
1. fINISHED GRADES SH?LL PROVIDE POSITIVE DRAIN.dGE G111AY FROM 5TPo1CN�£5 AND SNALL SE PROPERL7 INSTALLED TO PREVEN7 .aNY STANDMG WATER
GGNGRETEMARDSCAPE 9HALL NAYE A MMIFpC1 GRADE Gf 2% WLE55 NDTED OiNEPoU15E.
3. JUTE MESH ER�510N CCNiRpL 1�TTING SHALL BE USED ON A11 3.1 OR GRFA7ER SLOPES. STAKE NETTIrY. 4PPRppRIATELY AND PLANT SPECIfIED GfXJIlmCO��ER
4. GONTR4GTOR SHALL OBTAM ALL PEp11T5 t�CE551�" TO CGtIPLETE PR�POSED W�FK AS PER GIT7/ipI1N �QW�£MEMS.
5. LCNIRACTOR 5HALL PROVIDE P�TECTILN FOR Ex1511NG T�ES BY MSTALLMG iEMPORART FENCING AT T�$ pRi?�It� ARLUND THE Tf�ES. IN t4ff EVENT TNAT TI�E RD075
OVER 6° ARE DISCOVERED. THE LNJDSGAPE ARCHITEGT $Nq1Lp BE CONTACTED.
b. REFER i0 .4RCNITECTIIRCL AND ENGMEERIMa DRAWIi�YiS WR ,dN7 GALCULATIONS, DEiAILS AND SPEGFICATIONS l�CsAfmRX &11LDING BTRJCTIJ�, WIAJDA71GN5 AND GRApING,
SOILS, GAS AND ELECTRIGAL.
�. tNE GGf1TRACTOR IS �SFCNSIBLE C-0R LGI1PLIMICE WiH SOtLS REPORT, POOL PLANS MID GRADII�G AND DRAIN4GE fEpJifa'EFIENTS F£R CNIL EWsMEER
e iH15 PLCN 15 NOT p 5URVEY OR CON5IPoJCTIGN pOCtmENT, IT IS PROVIpED (OR CGNLEp7�lAL pURF05E5 AND 5Np1LD BE I15ED FOR PIOMNIIY PII�OSE$.
9. LNJDSCAPE ARLHITECT MA7 MGKE 51tE C85ERVA71LN5 WR1NG CGN51p1CTIGN BUT $H?,�L F�T BE �JTILIZED TO S1IPERY19E CLNSTPo1C11CtJ GNSITE.
10. THE LANDSCAPE Afd:FlITECT FND ENGI�ER ASSU'1E5 NO LIABILI77 FOR DI��PMIGIES BETLLEEN THE PLWJS AND ACTUAL FIELD CONDIilONS. CGf1TRACTOR SHALL VERIFY
EX15TRXa GGNDITIGNS.
II. WOPoC WITHIN THE R�GNT Cf WAY IS $UBJEGT TO IN5PEC110N ,WD AFPROVAL B1' Tlff QiY. 03TAIN Et�ROACHMENT PErsYiIT FRq'I pI18LIC IWPo:S DEPAR7iffNT PRIOR 70 W05'
WIiM iNE RIGHT OF WAT. THIS uqPoC MA7 INCLUDE LdTID9CAPING IN T4ff RIGHt OF W4Y, NEW CUfS DRAINS, 6ND PARKMG STRIP.
��wrir� norEs
I. ALL PLANTMG Af2EA5 WIiH A SLOPE Lf LE55 THMI Ib%, SHALL BE CULiIvqiED AND �TDTILLED 70 A DEPTu pF 51X [6) MCFffS UHTH FIVE 151 G181C YARDS GR 501L MIX PER'giD9
souaa� F�r
1. SOfL AMENDMENiS SVIALL BE f�E OF DEBR15 511CN AS LIT'fER B�EN CLAY POTS, MID OT:�ER FOF�EIGN MAiERIAL. ROCKS LAf�aER THAN Gt� MGH DIFMETER WILL NOT BE
PEK'I�TfED. 50�L AHENDMEN75 SHALL HAVE THE FOLLOUNNG GONTENT: 501L MIX EQ'JALING l0& REDWOOD NITRIFIED Gq`1PO6T, 30% SMlDY LON�1.
3. PLGNi HOLES SHCLL BE DOIIBLE THE SIZE Cf TNE GqJ7AIt�R (CENER4LLY) THE WALLS AND BASES CF PLANt HOLES SFIALL � SGARIFIED. HOLES SHALL BE BAGKfILLED WITH
A tIIMIJFf Cf IMPOR7ED 501L 70 EXISiMG SOIL AT A R4i10 Gf B0l10
4. 501L BEi�i3'15 SHALL BE FOFIIED AROIl�ID PLL PLMI15 I GALLGN SIZE AND LA�ER BA5M5 SF!%L BE t�qlLGHED WITH A i" LAYER OF BAfdC GHIP5. GHIPS SNALL BE G MINIMJM LF I
t/1' M SIZE.
5. ALL PLPNTS 5uALL EE FERfILIZFD. FERTILIZER SHALL BE CGtt1Ef�lALLY AVAILABLE 7YPE, OGRffCrd1(OR EQIIIVALEMI APFLICATIaJ SHALL BE AGGOfcDRY TO
MMUFACNRERS MSTRLCTIONS.
6. RESIWAL LLEED Pf�-EMER'.aENT 5HALL BE APPLIED B7 TI$ CCNTRACiOR THE TTPE AND BF2AND GHOBEN BY il$ LCNiRlCTOR SFIALL BE APPR�vED B7 7NE LMIDSCAFf
ARCV711'ECT. APPLICATIGN SHALL BE ACCOfmIIY i0 MMl11FACiIJfgR'S INSTRICTIONS.
�. iREES SHALL BE SIAKED WITH iW0 Pri£5$LIRE iT�ATED 1' DIA. POLES. TF£E TRUJC $NALL BE SELIJRED WITH TllCJ Po188ER 71E5 OR SiRAPS FOPoIING A FK�-EIGHT BETII.�EN
iwJK talD St.eKE.
B ALL RANiMG AkfA9 SHALL BE COVERED uATH A Ld7ER Lf 8l�RC MIJLGH, hMIh0.M RlIdQ��55 Cf 1 MCHES, MID CHIP SIZE OF t� LE55 THGN ONE MCH.
9. LALLN T1"F£ SNALL BE DWAf'�F FESCIIErRYE BLEND. 90/10. ALL 111f� AF'EAS SHALL BE FERTILIZED Ai TIF� OF INSTALLATICfJ.
10. LCNDSGAPE GGtJTRALTOR 5HALL VERIt7 PLANT AND 50D QJANililES PRIOR TO SUBMIITING 81D FOR LL�OFfC DOGU'IENTA710N GF PLMliS M5TALI.ED AT THE JOB51iE 15
REGMJIRED, WITN A LETtER FROVIDED TO THE pINER STATIlY FINAL GlUANTITIES.
IL LAt�IDSCAFf ARCNIiECi G.4�NOT GUAR,oNtEE PLMIT MATEPoAL AS DEER i2E51$tANT DUE TO CHMY MG HABIiS OF DEER
HARDSGAPE NOTES
I. GCRJG(EiE PAYItYa SNALL BE 4" THIGK W17N 3(aEBAR AT IS' OL. COLOR: 7AN
DRIYEWA7 SHALL BE�. IWIT PAVERS TYf£: 4k1ARR7 ST� PAT'fEfdd: QLD 70WN COLOR TMl / C#Y
STONE SHALL BE� BLIIESTONE COLOR- TPN / GFiY
2. SiEEL �iI�FORCEEi-gNT SHALL BE TIED lWD 3Ei CENTERED M THE THICKNE95 SPEGFIED ABOYE.
3. ROUGN GRADING AND FMAL GR,AyItY SHA�L BE PE(a'fOR1ED B7 THE LANDSGAPE LGNTRACTOR TNE 301L SHALL BE GR4DED SUCH iNAi R SLOPES AWAv FROM THE EUILDMG
Fp1NDAiIGNS.
4. CONTRACTCR SHALL V�RIFT ?LL �RTY LMES ADJACENT TO THE AREA GF i1.�K Np ENLf'�ACHIENT SH,yy gE �RyTiEp p�,ApJ110ENT LA�S IAlLES6 LLRITT�N. ���;
PER915510N IS OBTAR�D FRLH iFg LMID p1J�R OR CITY &11LDING DEPARiI'IEMS. .', .... .. ._ . .. .. a'
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- t STEPS 70 BE REMOVED-
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RRIGATION LEGEND
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AVENUE
IRRIGATION PLAN
SCALE: 1 /8" = 1'-p"
SYM DESCRIPTION P51 GPM REMARKS
� IRRIGATION METIIOD (SPY: SPRAY DRP: DRIP BUB: BUBBLER SUB: SUB-SURFACE)
e WATER USE (VL VERY LOW L LOW M: MEDIUM 11: Y11Gt1 MX: MIXED)
T❑ N/EATt1ERMATIC SMARTLINE SERIES CONTROLLER - - W/ WEATIIER STATION
� FEBCO 825Y REDUCED PRESSURE ASSEMBLY I 75 max. - W/ 511UT-0FF VALVES
►� Sf1UT-OFF VALVE 60- I 00 - BRASS BALL VALVE
� h105EBIB 60- I 00 - 30" TALL BRA55 LWE � FIXTURE
IRRITROL I 00 SERIES CONTROL VALVE 60- I 00 - W/ GLOBE VALVE
❑ FILTER / PRESSURE REGULATOR - - AS NEEDED PER MFR'S SPECS
`� HUNTER MPR40 BODY W/ MP ROTATOR SERIES 30-55 07-2.63 (C)-CORNER, ( I)- I 000 etc.
RAINBIRD XERI-BUBBLER SPIKE 'NOT SHOWN I 5-30 02-.22 AS NEEDED, SEE DETAIL
PVC SCI1 40 MAINLINE 60- ! 00 - SEE PLAN FOR SIZING
PVC SC!1 40 LATERAL PIPIN6 30-55 - SIZING TBD BY CONTRACTOR
NETAPIM TECIILWE CV DRIPLWE - - SIZING TBD BY CONTRACTOR
PVC SCH 40 SLEEVING - - UNDER ALL PAVING / WALLS
iwe�noti� Ho�s
I. iHf GONC� ON 7Hf lRR/GAiIONPlAN ARF5L71QIATJ� M1NlMUM kEQUIRfAAFMS, 1Nf RILL EY(FNT OfW�IICH ARETO BE Df7fRNlNED BY mf
LOMRAL'�'OR ; Hf COKRqC7L1P SI1ALL MAxf AOJ'JSiMfMS AS NELl5S4RY8ASfD ON AL7UAt 5/'FCONO/IlONS.
2. Al1 iRRIGATION 5Y5iEN COMR7NfM5 SHALt 6' lhSTAl1m PfR MANUFAL7U�ZtR5 5�°fGflCA7lON5. MANUfqCN,PfP5 SPfCIliCA,'lONS
SUPfPS�OfAh�'SPfCSOh'7HE5_ P(ANS/Of7AlL5.
3. IReiGAT10N SYSTEM St1ALL USE PRf55URE REGUUTORS AS NEE�ED TO KfeP ALL COMPONEMS WITnIN OPiIMAL PSI RANGE, PEk
MANUFAQURERS SoECS.
4. LOMROLLER'1PE SIIALL eE A SMART CONTROLLER. RAW SENSORS AND i OR MfAThER STPTIONS ARE RECOMMENDEC.
5. COMROLLfR ShAL BE St'f TO IRRIGATE BENJEEN TtlE HOUPS OF 8PM AND I OAM. COMROIl£RSh1ALL BE SET?O IRPJGATE DEEP�Y AND LE55
FREpUEMLv TO ENCOURAGE GRGL'�Gtt' Rf51STAM RC,`CT GRCN�n. IR21G%+?ION SCt1FDUL TC BE DE`ERMINED BY AUDITOR! CON'RACOK.
6. PIPIN� BETWfE� 1HE NATER MEffR F1JD A RE�JCEC PRESSURE ?SSEMBLY Sht�ll 6` B'�A55 OR COPPER il'PE I'_
7. TnE BJ'T0�1 pFTHE REDUCED PRf55URE A`5 MBL� SnA'LL BE MS7AJ.E� N!N. I' AEOVF TnF G&OUND.
B, q i OC MESn 9Li°R SNAL� BE ��65 A11Ep pN TnE .�A NUWE BEFOPF r,. RE�UCEJ PRESSURE ASSE�tBLr.
9- vALdES SnA�.L BE HOUSm �k }✓fAiHER-PROOF P',n,ilC BOYES. �,A9T'! LO�qBL LIDS MARKfa WATER.
10. CONTROL WIRF. CONNECTI�NS St1ALL BE MADf K1Tn WATERPROOF PIA;T!C WIRf NUTS.
i I. MAM SUPPLY LMES ! FfiTiNGS SIIFLL BE PVC SCn 40, 5¢E FS NOTED ON PIAN, 6URIE� I 2' - 16' OEEP.
'. � UTERAL SUPPIy' lINES t FlTfINCS Sf1tJ1 BE PVC SCH 40 SIZf TO BE DEiFRMINED BYCON"RAQOR, BURIED 9' - i Y DEEP.
'. PLFXIB�E POLY PIPE TO BE Yz /', DETERMIIJ[U Br CpNTRACGR - ALL Y' fLEtIBLF D STK�BU"�7N llNES TG BE � Mf�rIMUM OP 5'-C W LENGTn
i J�Rf TO BF STAKED.
i 4. BJBBiK; ShALL BE 5PACED TJ CREhTE AN P �N WE' 20NE ABOIT -tlE SIZE OF TItE CANOP�'OF nl:. NEiV 511P.I,B5, NEIYiREES < IXSTIN6
in4eAATURE NON,un, � TP.f ,,. BIiBeLEfL; Sn�ll.� 6E PL<�EC ?� PVOi� �+5 MJCn A: POSSid',.E iRPJG=�NG DAK 7'nEES t ANY GTHER EY STiNC-,
MATJRf ivP?i,`.�E GR uFDU�IiT TQtEF1NT PW.^5.
! 5. HOSE Bi9� Sn4LL BE MOUM1?E� ON GALVANIZED STEEL RISfRS 3d ABOVE 9NISFIED GW1DE. SELURE i0 A N4 StEEL BAR �RiVEN � 8` INTD
SOLID GROUNG.
16. ChEGK VALVES SI1P118E 1NSTA�.ED ON ALL DOWNFIILL DRIPLINE t DISTRIBUTION LINE-
17. RISER hIEIGnT IN UNM AP.EAS SHALL BE 4'. RISER nEIGflT IN MEADOV/ AREfS AND OTnER lFNDSGAPE AREAS 511A1L BE 12". TI1E RISERS F�R
SPRINI.LERS ON SLOPES 5�",ALL BE SE7 APPRCxIldATELY PERPEND;CUUR TO T!1E PVWE Of TtlE SLOPE.
18. IF LOCAnON OF A SUPPLI' LNE IMERFERES N�TH THE DPJJJNG OP THE PWJF t10LE5. TItE PUh� r10LE55nA:1 BE LOGF7ED AS TO CIiHR TryE
SU°PLY LINES.
i B. PLl �MES Sn�� 9� ?h10ROC�1ILY FiJSHED DII' oPJOR TO AT7ACh1MEM Of VALV[5, SPRINK1fR5, EMfiTEPS, t OT11Ek TERMIN4L fi'lTIN��_
19 i'tE COMPJ,C�Oft SHPll MAI.E F'NA1 ADJUS'MEMrS TO ; nE IRR16A70N>75ifM TO ENSURE PROPER C04ERA6E AND PR:VENT WATER RUt�-0PF
hND EXCE55 SPRFY.
2C- AL�SPkAr AND DfUf ZONE510 BE MIN- 5'-0' AN� PREFfW�BiY 10'-0' AWHY FROM OAKTREE TRUNKS.
WATER CONSERVATION IN LANDSCAPING ORDINANCE COMPLIANCE
Tl1ESE PLANS COMPLY WITI1 Tt1E CRITERIA OF TI1E WATER CONSERVATION
IN LANDSCAPW� ORDINANCE AND APPLIED TI1EM FOR TI1E EFFICIENT USE
OF WATER IN TI1E LANDSCAPE AND IRRIGATION DE51GN PIAN.
REVISIONS
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NOTES:
1. CON7RACTOR SHALL VERIFY 7HE LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION.
2. BASIS OF ELEVA710N: ELfVAT10NS SHOWN ARE ON AN ASSUMED
DANM. MAIN flNISH FLOOR ELEVAlION = f00.0.
3. NO TI7LE REPORT WAS FURNISliED IN TNE CDURSE OF THIS
SURVEY, THEREFORE NO EASEMENTS HAVE BEEN PLOTTED.
4. 7' CONTOUR INTERVAL
5. DURABLE MONUMENTS HAbE'BEEN SET AT ALL PROPERTY
CORNERS.
BUILDING
T OPO GRAPHI C AND
BOUNDARY SURVEY
1430 DRAKE A VENUE
CI TY OF BURLIIV GAME
SAN MATEO COUNTY - CALIFORNIA
SCALE� 1 INCH = 8 FEET SEPTEMBER 2015
GRAPffiC SCALE
e o e �e �x
( III F6E1' )
1 faoh - B tL
/ ,
% `�aidT
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� ��89.b5
94.04 � 93.91 � SSCO
_-y„93 97 73'TREE . �8.88
� ___. 94.21�:' 88.91 .:
� 94.02�. � 3'DRAIN
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93.92t c� W
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34 08 EL£C. �3� �,r � 88.59
�ETER 94� gq 08 OUTLET
0.4"
BUILDING
8-�86, 97
o CNAIN L/NK
w FENCE
+ as. �z
SURVEYOR'S STATEMENT
TH(S MAP CORREC7LY REPRESENTS A TOPOGRAPHIC
AND BOUNDARY SURVEY MADE BY ME OR UNDER MY
OIRECTION AT THE REOUEST OF:
RICH SARGENT IN: SEP7EMB£R 2015
I HEREBY STAJE THAT THE TOPOGRAPHY AND
BOUNDARIES SHOWN ON THIS MAP IS BASED UPON A
SURVEY MADE BY ME, DYLAN M. CONSALVES, PLS
8475
ON SEPTEMBER 25, 2015
1 FURIHER STA7E 7HAT TO 7HE BEST OF MY � NsdD,�
KNON1£DGE ALL PROVISIONS OF APPLICABLE LOCAL
ORDINANCES HAVE BEEN COMPLIED W1TH. ��P 9�c��
o N
N0. 8475
�iV 'r � �
utr n � �`r �y,Z, �... _ .. .. 12-7-2016 �
� OA �L1
D� N M. GONSALVES DATE
ASSESSOR PARCEL NUMBER:
026-052-740
13
os
t
" � CONCRETE ORlVEWAY �
+ 9B. so
- .... 9�.�+ �
LEGAL DESCRIPTIDN
LOT 28, IN BLOCK 37, AS SHOWN ON THE MAP OF 'EASTON A001110N TO
BURLINGAME ND. 4, SAN MATEO CO., CAL.' RECORDED ON MARCH 4,
f907 IN BOOK 4 OF MAPS, AT PAGE 57, SAN MATEO COUNTY
RECORDER'S OFFICE.
BUIIDING
53456�76'W - 119.98'
i � .� .9790 � � � CONCRE7E PAhi 7"1RE ^ TREE ;,ri�%9"'7REE NUOD
_- --___ ._ .95. �i0
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GAS
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SHEET_�_
OF 1 SHEETS
ORIG.DWG: 9-25-2015
REV.DWG: 12-7-2016
JOB: 95-112
FRONT SETBACKS: