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1316 CAPUCHINO ��e��'F �3I1�I,INGAME, CA
A.P.N.: U�6-��85-180
�ESIGN DATA
2016 G�LIFORr:I/- �'���_�'�NG GODE
2m16 G4LIFOR� �`:_C-A\ GA_ G�D�
2016 �ALiFO�11A � �BtiG �E
2�16 GALIFGRNIG �-R O 'c
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ANC C_L OT.IER EF V�. 0� .: �dw AN . RE :v.. F� ' "_ �OCA� BUi� DING OFFIGIGLS,
WNETNEE OF ;.�T SP ._�: ,�, 5uc;ilt� 'Y. �.uES JG�� ,., -5_ GD:1J`I�N�„ 4Rc NO' I�iE�DEC iC
SHOL E.-:R7 �E'A�_ �t CONG�'��.JN. �il.J� �. /.�_� �+�eF< '=ti�, iA �ONSiPo1GTION ARE BUILi AGGO�RDING-
TO FROFESSION4! r:�S-R;,, .On �=:qC _,.0 4�: t� 1 c�r�� Kp? DE'41LEC '.V 'NESE DOGU"IENTS.
GONT�C Cul, p. ��:� �� � '��ti�:�=�v�- '��. « G�� TIUN:i vR CTNE� GIRG,'^15TANGES REQUIRE GHANGES
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ACCOR.��:M�' 1G H_ ?R=v.. _\, .::':t� � R...: G T_����J:: �2Y FOR e.:.C� TRADc.
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GOMPLE"t WOfdCING '�NS'ALLAti�. [Lu'. '; '�_cG,2 T'.+.E 0�1.'E('c'.��''- AN APPROVEG PROD�C
4. CGNTEAGTOR SUALL A55i1h1E �"IPLE'= AND SC:E 4r'.:PC^�SiSI� IiY FOR MEANS AND MEiHODS OF
CCNSTRI;�TION, A4.'. �^R 4_L 5�4=c'�*� Y"EAS..'Rc'S'O PRG �C' "',L PROPER7Y. PERSJNNEL AIvC "HIR:
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THE ?e(f�.'W(]E P �=IS:iYJRK Or T�,� -RCJFG7. EXCEPiING FOF _'ABI�I^ ARI5ING P.R'.7'^ iNE 5CJ-=
VECs�IGE`�GE GT" �Nu Ce51GN d55�' 4'E- �ti�. AND RELA?ED E?vG:N=ERS.
5. THESE DOGN"IENiS DC NO? GONI��IN �O'✓ISIC�;S FOR THE ��A��LING OR keMOVa OF i:Nt' HAZARUOUS
MGTERIA�_5. SupULD ANY SUC� "4'CRi :._5 BE Sll9?'eCiEC OR ��COl1NTEREC "'OCIALISTS SNALL BE
CALLEG IPI TO ^'IAKE REGOMMEND4�.cx:�.
6. PROVI�E ALL "�A� �A'�t� Ft. T' �<=5 E�_�'JiZ� �'-24 �\E7Y GODE �NC�JDING
iUEATHER-STRI�.VG '� ��LDING N9i_.�' L`r, PI�E iN �.� .�:IGa '�w s�C Ar �LI.:M1�E r'!E45URc � 4V�
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l. NO PeRY'�' '�.� 3" 'I'�G_::. /';=.VG' -:-, ., :-^. ,�I, a T'cF OR R`PAIR A4?"
B'��ILDING OR 5�ru.,T�ic OTNER THMi _lu�Erc '�aE �URo =c T"_� ;T TF+_ LOC=� �URS:��G?IOk.
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8. ANY Hi� T C.T ..I r �.a �
7DEN GONDI710N5 .I 7C �€ U10PoC i0 BE P�O ^ 7
c R"15.� BE CN., HE 3G . E Or i-1_
BUILDING PER"I' 155JEC =0R'�-icSE �"�AMS'�.GY Iv?'�IRc' -.:R'.IEi'c L�rY dPoROV�_5 iti�LUDING F"cEV�EW
BY TN'c PLANNiNG CO`1�S�Oh.
9. PLIR1B�NG CO!JrRaGTOR LL, � ti��r .7� G o'NC:. E- INE D'�.AG-RA .'IM= C° r.S�ECTiON aNi: AN`
IhSTAL'_kTIOV �ilOf'c iC � ���:�C S4 ��r �OV,4� IS q' GC`. R4�_�� �i3 R�SK,
10. FIRE �PRI"LC_cR5 5+�.'t_ $c Mo'GL:�_ 4NC Si+O� JR4'WINGS SHG_L 2,E A�R�VEC BY Tu= FI�
DE?ARTI^,E�� PR.OR 70 WST,".L�ATION.
I!. IF GR4DING PER!'��T �5 2�QIJI�D, IT $��LD BE OBTAINED FROM DEP/�F^'IENi OF r�JB��_IC WJRKS.
I7, IF PIIBLIC WOk�CS REQ���RES SIDEILALK 12FPLACtMENT. PO�ICY FOi �XF:.4�^,:NG wiD'� 0.-- P�4N7ER
STRIP NEED TO BE iM?� cMEN =G AND �.�'ES NEEC 7,�, BE ,4DDEG.
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PROJECT DIRECTOkY
PR^v�cK `' OUM�R:
.Ih G�� aYNUE LLC
1534 �_.;Z4 _ANE, "i32
5U��NGAME, CA 94�1e
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PROPERT7.tdID NuI'1BER5 o'r..9LL CONTRAST WITH ?4E�� E�..KGRiJND, AND SNti:_ BE �
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3. �Jn� G�L RESICEh'IAL ?RUPEQT!ES E�C�EF2ICR �IG-u"!NG Ol1TLe?5 ANG FIXTIJR: S SHA_L
NOT c= LGGATED tiCR`_ THAN �'.'E �9: FEET ABOV� ADJAGENT bRACE OR REGJiRcC
LANDING ! WALLS OR ?ORTIONS �;llA! LS 54.4LL NC? BE FLOOD-LIi ' ONL7 SNIELDED
LICsHT'rixTIJR�S WHIGu FOGuS LICsHT DOUIvWARp SN4_: Bc ALLOWED, EXCEPT FOR
ILLUMINA?ED St��' Vtl"IBER RcQUi�p g" TNE F'R= DEPARTYIENT. GIT7 OF BURLIN%4"c
MUNIGPAL CADE 18.16D3�.
� GCNS?RLICTI�JN, pE'1pLITION, REC"G�INC.- a wl�STE RcDUGTION FORMS WILL NEE'v ?O 6c
SIJBMiTTED t APPROVED FR�OR'O ISSUANGC OF =JI�D'�.NG PErd'lIT PER CI7Y OF �
BIJRLINCsAME. GONTACT JG� : icCLlJSKY' OER REC7 �._ING SPEGIALIS' 9 fb5�) 55c- i213.
CiiY OF 2�;i ;L.i1;:'AME
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CONSTRUCTIOIVT _SC���_DUI_E_
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REP?iR ANY gWLCING OR SiRUCTURE L'�IcR THAN BETWEEN TNE ?OLLOWiNCs UOURS
EYG�PT IN T�E GAS OF URCsENT NEG:551i" IN TNE INTERcSi pF �JBL �I 4�-= �VC
SAF ?Y S�,C '.�E� �N Y;JI _ PRICK w�'TTcN AFoROVA� FR�M �� BL '''VCs G-*iGIAL,
WHG�, L: E�vAL � 4'�� �� .sRN� �D -OR A FERO �C' x � -;RcE �A75
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ELEvENTh DAY D-r NOVEMBER, THE FOURTN TNURSDAY IN NOVEMBER AND THE 'WENTY
FIF7H DAY pF CEGEMBER IF THE FIRST DA" OF JANUAR", ?NE FOURT}� DA7 OF JU�.' TNE
ELEvENTI� DAY OF NOvEMBER AND TNE TWEN?Y-FIFTH DAY OF DEGEMBER FALLS �I�JN A
SUNCAY tl-IE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE TI-IE FOLLOWING CONSTRUr;iION
HOURS ON THE PLANS PER CITY OF BIJRLINCsAME MUNICIPAL GODE 18Q»l.11m.
i MONDA7 TNROJGN FRIDAT: 8AM 70 lPhi
ii. SAtIJRGAYS: 9AM TO 6PM
iii SUNDAY AND HOLIDAYS: NC WORK
2. CONSTRLICiION HOURS IN 7NE GI7Y PlJBLIC RIGHT-OF-WAY ARE LIMITED TO UJEEIC�'AYS
AND NON-GITY i�OLIDATS BETWEEN S:mmAM TO 5:mmPM.
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d d.��d si � p...�.ct�� (� �- t -J . id -i i d
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[ett� pr 1n ed :e. -� . 1�. �Il � ,1 -rt.g i^�e..h.ill 116 pl� o.�:A o1 fie
ireepro�raionzars�.he.��s<.tic (Mihi.,it,0:eemitteve<nrecpamin,prt��711aczd:utn
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tA: ficrnt r.vd nl the prunen� i� ale�� r.�.00unen�d tc h, ymi� 9 d Ut �h. ntti h¢e i. a
du,3am �h���+'�ne. l!ic r:.ortui�crtd-�I lnc �n'tl.�:1���n i�:n.:inc In..�li�m.
(El b'e U1�D
F�NGE TO BE
REMOVED
�
�
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(E) STPoICME TO BE �
RE170VED I
�
24.71
I.�_ _ . __ _ _ _ _
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24.63
(E)R415ED - -- - � ��
UA�OD DECK TO �E) LLNCf�TE WALKLLl4Y i0
(EJG4RAGE TO
BE RETIOVED
!EJ BRICK P4Ti0
70 BE RE110VED
X
I- --8': WOCD PENC'c
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ui�are acseco[rz<:ctobecu:.ous;ne:nspectedtl'��=�^RctA2c�nc'.TheY:qeC
A� t��n st at r�is e m c. r�ac recummend �r.�E� � N c r�.: zor.< as we!! as ot, er v,: e p.n�ior.
�ced Ailroa;neemvgtobecu:zl,c::tdbecutdeuwthasawo.lonpe:.
kock ro be IeN exP^sed Eer a ptriod of eme :houid be ttvmedw�N 3layerc ot buriap and kep:
m�n��a����:�„��a�;��:a��o� Tn<<r�so,�ea;d����a���mm<<rvi:�.�im�o- �:n��.n�
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�ds� � ea,.�.:�„u
if tor arie r easor, a sm vl cr vec pre�ecticr. zone i z needco fo- acrns s, e landacapr. tuffer
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ui pir �w --�i�� v.- �m��n��- tn.� . i� u a.t„���
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Trees can ue manaoed. bu! rhey cartnor De ccr:�oaze To live neer = nee is rc accept
some deg2e ot rsk. Tha onty �nay to eiirranata a'� r,s4s is ro eN.m:nafe a:! crees.
Unw;,.
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t},�t.- kimei�'>3.2C!IS
LECsEND:
{?q Tf�E i0 BE F£I'IOVED
l \
---- fEl TO BE REt10vED
NOTES:
NO EXISTRY TrsEE OVER 4B MCHES M
GI�f�LE A7 54 INGHES F1�M BASE
OF T�E MA7 BE �@'�vED WT4101JT A
PFd�TEGTED TF£E 12E7'IOVAL PER11T FRq1
TNE PA0C5 DIVISIO�L
ADJACEN?
NEIGHBOR
fE) 35'e W90D
PICICET FENCE TO BE
f1E�VED
�
��I �ATE
�I
��
� I,
V
S .
M
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(EJ �SIDENCE TO ��
0E R:7"IdYEC
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TO BE F£710VED I'
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(E) BENDER BOA(tD
TO BE �VED
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25 5
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24J0
REPLdCE ALL CUf9,GUifER
WATER DRIVEWAT A4D SIDEWALK
M= c!-'c FRON111JG SITE
CAPUCHINO AVENUE
50' WIDE RIGNT-OF-WAY
25.4� .. _ ___ __- _ _ -2t��-
O SITE DEMOLITION PLAN
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� DRI�£WA7 TO BE
j�T10VED
�
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_ �
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(E) ELEGTRIGAL \-, I 10 BE f�MOVED
METER TO BE ' 7V� I -. .
� F£1"IOVED w .
__ _ _ . . _ . . ZS.Ei /�"\
� 2 re� srePs ro ae �
(El LPNDMG TO (�T10VED L}
14°0 JIJ IPE , �� REI"IOVED
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MAR 2019
AS NOTED
e
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BE f�r10_ vED _ _ _
_ .. . _ _" ' r S
'.2».�8
GENERAL NOTES:
I. 5EE LMIDSCAPE PLON FOR DETAIL MFOf31ATILN
1. naxu�n axivewar s�o�s 5uau rror occ� F� rs, r-�ur ar
,wr POMr wTuour s�cia� a�va� oF n+e oePnam�rrr a Fueuc
IUJfdC5� 5LOPE5 IN ExCE55 OF TilENTY f70) PERLENT 5LL4LL f�Gellf�i
APPROVAL OF TFff PLAtA11Ni Gq�TMI551Q1 TRMl51TI0NAL SLOPE5 AR�c
f�p1I�D FOR DRIVEWAYS ILHICH EXCEED TEN (i0> FERCENT HAXIMt1
SLOPE. NO iR4N51TI0NAL SLOPE SHALL EXfEND MTO A�fd11REC
PAPoCING SPACE.
3. 70PWR4PHT IS PFfPARED BT:
WIET RIVER LA� 9ERVICES ING.
bl4l 51Erd24 CCURT. SI11TE K
q1BLM, GA 94568
TEL:(975113l-b199
4. A DEMOLITIGN PEp11T 15 RECdJIRED WR 51DEWALK `.+E�R dND WATER
!'aEPLACErffNt
5. i�fi11RED PRDTECTIVE FENCMG MJST BE RLSTALLED A`ID PISPECTED
PRIOR TO DE110 PEq'11T IS6UE.
6. 6EWER BAQffLOW PROTELTILN CERTIFICATE 15 REGMIIRED PER OF�MANCE
r+o. nm. a or.a�r ceRr�icaTiaa s�+au ee s�rine� �orz To n�
IS6UANCE OF 4 &11LDRG PEp11T.
i. r� su�rorz aEca�r��s ng cin vFwFr ruaT r� ��mm�
RE9IDENGES II.�RE USED IN THE CALCULAiILN.
B. GARACE FDOTRG SHG,LL NOT p(fENp MTO ONE WOT SEiBAGC WITWJ� A
5H ,L
LILENCED SIIR/ET ,Mm FIELD 5TpKMCa j2EVIEl�p BY M5PECTOR
3 FffW WATER t"�TER SHALL NOT CN %21VATE PR�F£RfY. IT I'IL�GH BE
L�4TED ON PI�LIC Pfd�PERTT FOR OLLE� 87 MEiER �ADER
10. !ffW SEIIER LME WTH 0.EANLVi FOR PffW HOIISE. CLEIJJWT AT SELLER IMM
LME 70 BE W PUBLIC EASEMEHf FOR GI77 ALGE55.
II. LONTRACTOR SHALL ENSIJFE THE DOIJBLE VALE ASSEI'�LT FOR FIRE
PF�TEGTIGN SHALL BE TESTED OfID APPf�VED B7 A SAN MATEO CpA'tt
ENVI�MAL I$ALiH APPfmVED CLNfRACTOR PRIOR TO SCI$DULll,li
W4TER DEPAI2iMIEt�'i FMAL.
11. PfdJNDE ADEWATE Flfa'E fLOW BASED UPGN CLNBTq1CTION MID SIZE OF
BUILDItYa , 5EE LFC APPENDIX IIIA t1MR�971 500 GR7 REpli(2ED. SEE
TABLE N0. A-III-A-L
13. MMIMM I" LLl4TER YIETER REqUIfgD
k. IF BACKLLl47ER P�TECTICN 15 RE(i11kED, COHfR4CTCR SHALL PfAVIDE
AV ISCf1ETRIC DIAGRArt OF TVg &11LDMG SELLER MCLUDMG ALL
BALKuIATER VALYES, fELIEF VALVES, AND NJ1' SELLER M.IECTIpJ STSTEht
v�ai�s. cim oF euranr,r� rwiciPa� co� or�uaaace nim.
6. PRONDE SURJEY STdKES PRIOR 70 FqNDATION INSF�CTIGN TO VERI�Y
LOT LMES.
w. �ao�ve a�s�� aes�� nevices orz a�o r�cu<wicn�
DEVICES l+RE F'EWIRED ON LLIQTER LMES, L0.:ATED AS CL05E A5
POS''IBLE TD QUILK ALTMG vALvES, THAT WILL AB50l� NIGH Pf�5511RE5
r�su�nr� � auiac uosir� � ranac-,ecrn� vaves. cx
secnar�o�o
PUBL!G UlOR1C NOTES d CCNDITIONS.
L A(�T10vE�PLpLE UTILITIES ENCROACN�IEM PEfd11i 15 RECd11fED
•�PLAGE ALL CUf�, GIILIER DP.IYEWdT AI� 51DELLW.LK FRONiRY SIiE.
� PLW ALL EXISTR�C- SFNITAFT $ELLER LATERAL LQ8IEGTIQIS AND
INSTALL A t�W b' LATERt�.
� ALL WATER LINE GLMIECTIGNS TO CITTWATER MAMS FOR SERVIGES OR
iIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PRCCEDIIRES
AND SPECIFICATIp1
• AN1" Otl$R IImER'iR01AID IITILI�Y UKM�CS WITHIN Cltt'S RK+H7 OF WA7.
1. TVff SANITART SELLER LATERdL (Bl11LDMG SELLER) 9Hd11. BE iE57ED PER
ORDMANCE LODE GHAPiER �.11. �E571NG 16EORMATION IS AVAILABLE AT
TNE &JILDIMi DEPAR71'ENT GGWTER AN ENCROACH�NT PEq�l1T IS
(�CdJIRED F%M TNE PlBLIG It1�Ku UEPARiNEM WHEIgVER TI$ GI7Y'S
PORTIRJ OF Tig 5ELLER LATERAL 0� CITY CLEANOIIT IS TO BE LAID AND/OR
LRdJECTED TO THE SELLER MAMS.
3. SEUER BACKWATER PR�iEGiION GERTIFILATION IS fiEGAIIRED fq2 THE
R15TALLATIQ: LF AN7 1gW SEII�R FIXIURE PER ORDMML'E NO. IIID. THc
SEILER BALKWATER PROTECTIpJ CERTffICATE IS fEQlllf€D PRIOR t0 71$
15511ANCE Gf &11LDMG PEfd11T.
4. ALL W4TER Llt� COWJECTIONS i0 CI7i' WATER MAINS FOR SERVICES OR Hf�
Lltg PROTECfIGN A� 70 BE MS7ALLED PER Gtt STCfIDARD PRGLEDUf�S
dNC H4TERIAI SPELffICdTIGf1i. GLlffAGT Ttg Cltt ILL4TER DEPARMENT
FOR CCM1EC71CN FEES. ENCRDeLViffN7 pEp11i IS REU11�D FOR MT
OKXdC IN TVff CIiY'S RIGHT-OF-WAT.
5. A SU2vET BT A LICENSED SIIFNETOR OR ENGMEER IS �(dII�D. i1g
`�'EY SHALL SHOW NOW iVff Pfd�PEKfI' LUffS LLERE DETEfd111gD MID
naaT rNe �rm cora�er+s ue� s� wrH 5u�roRs uct�
N19BER`'.�ON DI1R.48LE FIGWIIENTS. THIS SURYET SHALL BE 4TTACHm t0
TNE COnL5TR1CTI0N PLdNS. 4LL LORJEitS NEED 70 BE MAM7AIPffD OR
REMSTALLED BEFOf� THE BUILDRY FINAL yl pRppERT7 [pRlERS $FIpLL
BE IIAIMAMED DURMG CCN5TFi1CT10N OR �€-EST4BL151$D A7 7HE END OF
iHE Pfa�JELT.
b. ENGROAGH1INf pEfd11T IS tiEGdllfED FOR MJr LLI�: M iHE CITY'S
RKd17-Lf-Wd7.
l. LONSTR1G11QJ Mm &11LDRG I15E SHALL LQFOfsM TO CLNDITIONS d5
DESGRiBED Br pLMNItYa LLM11551LN AfID/LR CIT7 LpB1CIL ALTICNS.
B THE PROJEGT SHALL GGFIPLT WITH THE LITI"5 NPDES PEq�IIT REGe11fgT1ENT5
TO PREVENi STORM LLl4TER PoLWTIQI
9. t�W DRIVEWd� OR DRIVEWAT WIpENI� HJST BE 4PPROVED BY THE
CIT7 ENC INEER SHqU DISTANCE BETIL�EN THE PROP05ED DRIVEW47
OPENING TO THE CLOSEST ADJAGEN7 DRIVEWAI' CN 51iE PLML
II. NO STOR1 WATERS, WDERGR0IAJD WAT�'RS DRAINING FRq-I AN7 LOT,
&11LDING, OR PAVED AREAS SHALL BE ALLOLLED TO DR41N TO
ADJACENT PROPERTIES NOR SHALL THESE WATERS BE COPRJEGTED TO
THE CITY'S SANITAR7 SEII.�R SY57EM. T�:ESE WATERS SHALL ALL DR41N
TO EITNER 4RTIFICIAL OR NATURqL STL:d1 DRQINOGE F4CILITIES BY
6RdvliY q2 pIJ�1pM[ REGd,f�LE55 OF THE SLOPE OF THE PR�PERTI"."
I'ANICIPAL CODE SEGTIGN IBIDBD10 (i).
• STOR�1 WATER SHALL BE DR411�D iN"ROIYFI A CURB DRAIN OR TO
OR
TNE STOp�i DRQMAGE 5Y57ET1. 5EE CIT7 STANDAfAS FOR CURB
DR41N DESIGN.
• FLOOD 20NE 'G' �LM11RE5 FLOOD Z'Jlff GOI�EIfdN4T10N PND/OR
PROTECTIGN CF HABITABLE SPACE.
• PROVIDE ELEVA71GN5 TO COrFlrat-1 DR4INGC£ !WD SITE DESIGN.
I7. NEW DRIVEWAI" OR DRIVEWA7 WIDENItY 1'WST BE APPROVED BY ?FIE
Citt ENGMEER SHCW DISTANGE BETIUEEN TNE PROPOSED DR�VEWAT
OPENMi TO THE GLOSEST ADJACEKf DRIVEWA7 GN SITE pLM1
SPRRKLER
WATER
MCV�{I LEGEND:
YLLM WATER METER
� V = VALVE
DCv - Dq1BLE GHEGK VALVE
LLry MCV - MAIN GONTR(Y,. VALVE
BFD BALIC FLOW PREVENTION DEVIGE
-II� - WATER LME I-I/4°1 Tl'P.
I. FROVIDE A BACFLOW PfgVENTION DEVIGE - 115C AFPROVED DOIIBLE
CHECK VALVE ASSEHBLT.
3. CR.TRACTOR SNALL Q15Jfi� TNE DOUBLE GF�CK vALVE A54EMBLY FOR
THE FIRE PROTECTION SH.CL BE TESTED MID APPROVED BY A SAN
Md7E0 CqMT7 ENVIRJMIENTAL HEALTH APP�VED GONTRQGTOR
PRIOR 70 SCHEDULINi WATER DEPARTMENT FINAL.
3. I'ROVIDE ADEQU4TE FI� FLCW BASED UPCN CON5TPoICTION ANp SIZE
Cf &JILDMG, SEE IK APF£TJDIX IIIA.
1 SC�IEMATIC WATER LATERAL LIN�
NOT TO SGALE
pR41NACsE NOTES:
RAR➢U4iER CALLECTION
ALL NEW R0..'F R4R1114iER SHALL BE COLLELTm B7 IgM15 OF GALVANIZED I'ETAL
CdffTERS, INLE55 NOTFD OTVgRIASE, LCCAiED AT ii$ EAVES. PAM? 10 MA7GH GOLOR
`a';..cl'� OF kE51DENCE. C{JTTER SHALL LEAD TO 1' X 4" RECTMYaULAR I1ETA1
DOLLNSP011T5 OR DOIUJSP011T5 70 MATCH IXISiRYs MID/OR CApP'cR RAMUTATER LEADER
DWDLSP01115 SNALL TEfd'IMdTE BELqU GRApE TO A PERII'�TER d' DIM$TER A85 SOLID
DRAWPIPE PoN 4' DIMffiER (OR SIZE A5 NOtEp CN SITE p�MU $p�ID PIPE TM20UGH
FACE LF CN� 90 THdi Wd7ER WLL EMPTY IHfO TNE STREET GUfTER 5T5TEtt SLOPE ALL
PIPES fOR ADELMIATE DRAINAGE. MSIIfsE TNAi iHE LOCATILTI CFIp°,�EN FOR THE PIPE TO
C!� TNROIYH TNE FACE Gf CiIRB IS ADEGIATE TO GA(LFT THE W.QTER FRGhI iNE 51TE 70 A
CIT7 MAINTAMED WATER GOLLEGTION SYSTEtt M SMGLE-FMiILT �SIDENGES T4ff WATER
MAY FLqU TO THE ST�Ei BY GRANTY YETHOD P�NDEp TFfff�E IS fiIFfIGIENf (aR.4DE
TO M511f� fLqU TO T1ff 51REET C�1JTiER A'� iH4T WAiER DOES NOT RW10NT0
ADJOMINi PROPERTIES.
SU1F' PI11P HAY BE RECd11�D (5EE SITE PLdN!
IF TI$ 6RAVItt METHpp pF pR?,MAGE CAM10T BE IJSED. PRONDE A$UMP P'J'A' OF
bDEGVATE SIZE TO GARfCY ALL WA7ER THRL115N A 1" DIN'�TER ABS PIFE 7Vif�JUiH THE
FACE GF TVE CUf� 50 THAT THE WATER WILL F1'IP�T MTO TNE GNiER S75TEM. MSUf�
THAT T11E LCCATICN CHOSEN fOR THE PIPE TO GO THRp1GH Tl$ FACE Lf CI1R8 15
ADEQIIATE i0 GAfcRT R$ WATER FRGY'1 THE 51TE TO A Cltt MAIMAMED
ILLdTER COLLECTIAJ 5Y5iEM
PR�VIDE A BACKFLqU PF£VQJTER/pENLE GT A LG�:A710N NE4R THE iERt'IMATIGN Gf
i1ff SOLID PiPE THROIICH THE FACE OF q1f� Aq �QUIf�D i0 PREVENT R4RJUATER
FROM iHE GI1TfER SYSTETI ENTERIN,i TVJE SU'IP PU^iP STSTEM.
surro wr� at a niNru� suau ee a va � r�uronnnc suer�Rsie� sir� wr� w1N
PE�Of71ANCE5 AS LISTED BELOW (t1MRilf11. MSiALL AS PER MGNFACiI1f�ER5
SPEGIFIGATIGNS MID �CQ"R'�ND4ilON5.
DISCHA�E fEET OF F�4D 5 10 Fi
FEI�OIZIMICE (GALLGNS PER HLVRJ 7780 1620 660
51A'IP PIT- MSTALL PU'iP M SiT� PR (CATCH BASIhU WTH THE MMRdP1 CLEMNICES AND
DEPTHS A5 PER MMNFACTIIRER SPEGIfIGATI0N5 AND �LOFMENpATI0N5.
FIRE NOTES:
CONiRACTOR SHALL OBTAM $EPARATE PIRE SPRIIKLER pEp�71T fOR
THE INSTALLATION OF THE FI�E SFI2INKLER S75TEM M.dC�A�ANCE
WITH $EC71QJ IlD4ID30 CF TNE BUrdMGAME F9A:ICIPAL CODE. TFIE
hMItRB1 SIZE SE2YICE FOR FIRE 5?RINCLER STSiEM 5F1ALL GO�FqZ15
TO rFPA 13 OR I3R IS 4°. FOR IFPA I3D SYSTEnS THE MMIIMJM 51ZE 15 I„
Flf� SPRUKLER SHOP DRALLYIYaS ARE i0 BE SIIBHITfED DI�CTL7 TO
THE BURLRGNiE FI� pEPARIi'�NT dT 1399 ROLLMS R�4D,
BIIRLMGdhff LNLY !�F'fER fl('aE SPRMKLER IPIDEr2+ROINDS HAVE BEEN
511&11TTED TO THE &JRLINilJff &11LDMG DEPARm�NT.
NOTES:
I. GONIRACiOR SF14LL Pfd7YIpE ApECd1ATE MEASIA�S TD AVOID EROSILN OR
5EDII�ffNf fRD11 LEAVRY. THE SITE Alm fLOWIIY IMO Rff STREET, LURB OR
C�fTTER (IJSE STRAW WADDLES)
1. REPLdCE DG110Gm OR DISPL4CED CIlfB, CUTTER AND/OR SIDELLl4LK
nLa� n-� �n r�a+rwe. a an EnicrmaanExr �ra�iT is
f�l2JIfiED.
3. THE SAHITART SELLER LAiERAL (&11LDRG SELL.�R) SHALL BE TESTED PER
ORDMMICE GODE GHAPfER 5.17. iESTMG RFOfd1ATION IS AVAIL4BLE AT
THE &11LDIIY� DEPARiMENT CQNTER Ml ENGROACN1EN1 PEf*11? IS
�fd11RED �RLt1 iHE PJBLIC LLINSKS DEPARiF1ENf ILHENEVER TNE CIT7'S
PORTION OF iHE SEUkR LATER4L OR CIi7 CLEANOUT IB TO BE L41D AFID/OR
GOtAEGTED TO i4ff SELLER MAMS.
4. NEW DRIYEWAT OR DRIVEWA7 WDENRG MJST BE APPROVED 87 TI$ CI77
EPYaR�ER SF7p11 DIST4NCE BETIqEQ.' T4� p�Pp�',�Ep DRIVEILL47 OPENRG TO
iNE CLOSEST ADJALENT DRIVEWAY ON SITE PLdhL
5. A PROPERT7 5t1RVEl' IS fEd11f2ED I� AYT PART Cf PEf31N1ENf STI2JCN�
MQIIDMG FOO7MC. IS WITHIN n' OF P�f''ERT7 LRg.
6. A 511RVE7 Lf iV$ PROPERh' LINES FOR A4Y STRi1G71JRE WITHIN Gt�ff FCOT OF
THE PROPERT7 Llt� WILL BE PROVIDED AT TI$ TII'� OF T4ff WIINDATION
4ND STEEL MSPECiION. (PILE LETfER D47ED B-Il-E81
GREEN BUILDINCs NOTES:
I. PROJEGtS iHAT DIS11Fffi LE55 7HAN GNE ACfi£ $NqLL DEVELOP AND
IMPLEMEM A PLAN TO I'IeNAGE SiOR�I WA'fER DR.QM.�GE DURRYa
CGNSiRJCTILlL A BHP P.eGE IS 5UFFIGIENT.
7. FLM75 SHALL P�IGATE HOW GRApM6 ,Mm PAVPJG WILL PFiEVENT SUf�ALE
WATER FLCLLS FROM ENTERRYa BUILDRGS. EXCEPfION� PfAJECTS THAT DO
NOT ALiER DR.QIWYaE PATH_
3. ELECIRIG vEHICLE (EVl CHAfGMG, P4PoCIW SPACES: COI'IPL7 WIiH ALL
f�LEvANT SEC71LN5.
PUBLIG WORK NOTES:
L dNY UUF% N TLE GTT RK�Nt-Gf-WqY. 9UCH qq SifEET, 81DEY14LKl.fBA. RELK EA9E7'fNf9. AND
UtILI1Y Ep9E?p.T9, IB FEaI11F�D t0 OBTAN PN EIY�JAGNffNf PEFd1R PpOR TO 9TAQiBG YlprdC
t. esse� a� ne xare cF inaec nus u a� i rrm�a iwnt r�aunas a eromvwreR
GR151l31CTIGN POLLL7KN REVENfIQJ PER1R. TNb PERIIT Sl��lilED PRIOR TO I6&IAVCE GF A
euu�� �ra+n..w mmu r� xn�aia� is r�eu�o Rnoz ro n� sraezr ts ,wr eaeiaXria
fON PRIVAtE PR�PENIY Q2 N Tiff PIBLK RIGNi-GF-LLWT).
n. a�me� uri�mes eNeaoaar�ur �mir re r�anRm *o �u �nxe .u� arm, wrtert
DIiWflINY AIID &DEWALK IR?ff1�G 61iE. (1) PLIG dLL D(IBT1Ya 9GHRFFt�' 6EYER Ld1ERAL LQlEGTILNS
dIL NST41 A IF1U 6' LdiEFA�. f3).OLL WAtER l�E GONEGTIGN6 TO CT" WAIER I'tADB (OR fiEFNl�5
OR FiFE LPE AfE TO BE P�idLLED PER GIT' 9TNOdIA PRR,'EpIF�S CIID 6PEG61GdT10N. (4) MT
o*�a uot�ria�um uriutt uawcs wn+N a*ra racart-owur.
+. casrsiaua+ �+s w ne ar ne��c wrert-a-war ar� �m�o ro u�imnrs arm rr��cm
NOLIDdY9 BE10@! 6004H. AIID 5:E0 Pfi. iNl9 NLL1pE9 CQ19Tfd1CilON NNLNG.
5. ND STORi LL14TEF6. UOE�iRLVID WCiEIm DRANlG i%l1 MT LOT. &IILDIG. OR PAVFD Gi�Y`
SNlLL BE ALLqIED 10 DRFdI i0 PDJAGEHf PFKJPERT�9 NOR 9NALL TIESE LLW1Ef� pE CLNgGiED t0
riE Gtt'9 SAVITART gEILER 4Y91ETi. TIF9E WAlERS 9NALL ALL DRAM TO EIiVER ARTFlCI.e1 OR
NAi11R4L STOldt DFAINKE FACILITIES BY GRAVItt OR Rf1PRG �yAFpLE99 OF Tlff SLOPE Gf TNE
PF3�PERiT. NJ R4M ILL4iER FRCH f60F5 OR OTNER RAN W4iER DRdRJdGE &✓�LL �IBCJU(diE WQJ A
P.ELIG SIDEWYK (Ek�EPf N SCY..LE FGYILLY dF�d) PER ItWGIPA� (,(9E gE�TIp11py9L9p
6. 4LL W41ER LlES CONEC�IQLS TD GRl' WA1ER ttAt15 iOR SEMiCES OR iIRE LRE PFLTECIGN ppE
TO BE RSTdLLED F£R Glii STAIdJGfm FR�LEp3ff5 AIUJ n4iER1AL BPEGFIUT�ONS. �R1TpLi itg Litt
YW1ER DEPAItRE11T FGR fMffGTION iEES. IF /�OIIRED, dLL FIF�' $ERJIGES 6`ID 9ERYICE51' MD
OVER WILL BE R19i4LLED BT BIIILDER .611 II�ElKiRCL� FlIE BER�GE LLN�LiIR15 bI1dLL BE
�IHMrt1FD d9 6EPiRA*E II�EfYaRLVD FIFiE SERVI[E pE{d11T (OR ENEW AVD <PPR�v4.
t. N� 51RCns� 9NnLL BE BUILT Mo crtr5 RKN�-LF-WAr. T�E PfmPER�'/ :PF LN GaWCWMC -1vEfAE
19 APPfd�%P1AIELY IIS- FEEt rEq9�F�D qd.T1 FACE OF qlF�.
B. RE PWJECi SMALL GOMR• WiH iVF LIttSl8DE5 PEFdtlt FE4VIREF�NiB TO PREVEM 9TOFd1
W41ER POLLIIfIQ1
4 d1.L DEBRI'vAa'4F�K¢ GfMI4RER5 LLC4ilON SHPLL BE ON Ii�PERiT. f.l A SIiIlAT10N WIERE TMAT IS
NOT POBaiBLE. AN ETCFd�4LH'ENi FETd1R I5 FE44fED FFUt PIELIC W:RCS :JEPORRBt i0R 0.ACNG
DEBRIG.Y df�K� GGf4RER5 M RHLIL PoWi�GF-LL14T. NO YET GAFBAGE FW ID 6NPLL FMER F18�_IC
fdGur-oc-wnr px n�e sroFrt �RaM 6rsiEn.
I0. rt IS TE RESP01151BILrtT OF Tf GV1FR 4`IDIOR fLMRAGtOR to NOi&: UAEFY.2:11ID SEMV,�
FLERf N6A1 dT �y5" 4g NL1�i gEip{¢ T�g STditf CF 6VY E�tLdv4TiCN VA:
ARBORIST NOTES:
t LI(YJID PfRTILIZE MKdJOLl4 iREE M SPRRY PRIOR TO SiAR' Cf
CCNSTRrTlp1
MEGNANIGAL / AG NOTES:
i. oc eca�iFntNr wu nioT exc�o a naxmit� ourooaz raoise
LEVEL (c�A) Gf 51X1Y (60) tlBA DAttRff f�:Z�p ,e11 - Ip:pO ply)
OR FIF17 (50) dBA NIGHTIME (IO:00 PP1 - 1:p�p AM) AS
I'ffASUf�D FR011 ilff PROPERTr LI�. 811C 255BID50 �
1. W$� T4$ PROPERT7 Llt� IS LE55 THAJ fI9)FEEi � THE
EXIT pF pN71�ILLY MSTALLED OR REP�ACE7'ffNT HIGH
EFFIGIENG7 MEGHANICAL ECd11Fl1ENi THE PIF£ SIZE Gf THE FINAL
TEN (10) fEET � MY TEFd1MAL MI15T BE RJGREASED TD THREE
INGHES (3') OR AS AN ALTEf�tJ.4TIVE, YIAMFALTUf�R-APPROVED
BO}FLES M15' BE P15TALLED. Ie.lO.bO APPETIDIX L, FIGIIRE C
.aMEt�IDED.. . .. . . _
❑0
�„
2575
50.0m' - - _ _ .. ._ - - .
(W SELLER LATER4L
�
6UILDINCs SETBAGK
aDor�ss: s�sacK
i�l�.--___-:��
1316 (SITEI 15]'
H3�-$?-
t314 16.4'
i378 i6.4'
1337 6.l'
�� �<�
I340 115'
t�aa sim
i346 215'
AVERK�E SETBAGK • IBID'
�
c
uIOOD-FRQME
(N) 6'-O" SOLID DETATCHED
� ��� GARAGE
PLI15 17' LATiiGE
N 53'15'23" W 5m.mm'
. _ -.._-- __ _ _ -
-_ _______ .
� __ o � V�'' \
5'-0' f�OR
SETBAqC
�
F I I
" 24.79 I I � . ..
4:Q -
I I
�1 L,� I � r�w � �
i I F�L EL 75ID0 ��
;
� � � � �_
! �
24.5°
-�� �_ 24171 �
I ' ,\ .._ '....
�:] \
��'L�ATIO I � �
FFL EL - P6D0 S � �, /
�
I � � � . <
_---_--_- i 1�- mI� . .. WRPA1'ER
� � _. RIVE4�Y
(N1 CONGRE7E - � •
__ _ .__ STEP5 � -:: " ~1♦
'�DS� -- - - VEHICLf *
(W b'-0' SOLID �
WOOD FENCING PLUS 2:, E� . . .� . ���� ,,. . ;
11' LATTICE r ..�� ... . . . _� � - � �, , '
. ._ ��.. . . , , �
i i"
� � �
_ . . . . -__ _.___ D5. :' �
L--- - - �� ,, -
GRAVEL PATHWA7 �' I� . .. l
Q! . .. ... . _ . . .. . .� . .
°' ��, l i T C w
S _ __ S
3 S II I I" � v
� � ,
,� I � I "� �
�1 � � -� I a z
� V `��J
� . �. . .... . . '
����T �� N iT �S�D E a' - �
��, 25 �2 � �� �L EL - 2650 25.30 .
I � � �
; 4-vi:ii \
I � �
� "� i � � i � � "
(Nl 6' UKJOD GATE ' I � � .
-_- _ -
5 _6 I I _::: li :...:.
� 6 E �. . . . . . �, . . �
(NJ GGNC �� �. . . . . _ ... �
-_ - _ � - � .. � . �
- i��F---- � � � �-- �I J
__ I� �� .. . . .. � :::�Sj: �'�':. 'pI
W-- � J � j JI
� w b9 IL__---_- I__- -- 2.fii _ DS ..�""�
u
I- � I
I \ I ._.. ... I
_ z . -__ __-�. .-_ .�
m LL I � .. . __ . ._ ..
� .� �,
� 26.00 - m � '-��,` ��
m� `
� 5,� �
� "
�� � _ ._
�
I �
� - __� --.I- ��-
_ _ _ - _ ___- - - _ - _ ,.��
25.nC
� L. i0"0 NOLIq
-- _
� -- - -
WATER =�� �� .. . � L
FIETER
�5�1-
�
9
m_ �
�
�.CJ� �
(N) C CRETE�
25.2[� I
II I
za.�o
GUF26 DR4M �
PER CI77 STp.
�PI ICH�NO__�EN_UE
50' illlp� RI!3.�?-pF-W'GY
- _,.25.3� .. _._
I'-0' SIDE
s�reaac
(N) 6'-0" SOLID
u1�oD FENCMG PLUS
17" LATfICE .
[W 6' VEHICULAR
GA7E
_ 5 53'15'23" c
50 00'
4DJACENT NEIGNBpR
NOTE:
L EXIERIOR BEARING WALLS
LE55 THAN 5 FEE7 FRCfI 7HE
Pfd�PERTY LME MI15T BE
GONSTRIICTED 45 A I-HR
Flf� RE515TI�E ASSEhIBLT.
1DI3.GBC TABLE 607.
7. ROCf EAVES WILL NOT
PROJECT WITNM 2 FEET OF
Q THE PROPEf2TY LME.
50D�'
5 53'15'46" E
�
7a.�e y�m TREE
TOL.
� : - . _
- REPLACE ALL CU�. C�ITTER - y
DRIVEW47 AND SIDEWdLK
FRONTIW SITE
�
. . . . _. . _ 25'2�'_ _
N
�SITE DEVELOPMENT PLAN
SCALE: 1/8"=1'-0"
TABLE NO. A-III-A-I
MINIMUM REG2UIRED FIRE FLOW a PLOW DURATION BUILDINGS
ELQOR PllaN NQlES: _ _ _
I. EXiERIOR BEAWIJG WALLS LE55 7H4N FIVE fEET fp.,Ti T1ff PROf'ERT7 LPlE WLL
BE &11LT Cf Q�-HOUR FIRE-RATED CGNSIRICTIQI 1016 CRG 1ABLE R307.1 ___ _ QI
I.-� IUNDOLL5IN lYff ENQ0511� IUALL GF 11$ STARtU.47 AND LbNDRG A� 1L$ _. ._
WB�qU BY TI$ it1B M THE BATNRLq'I ON BOTH LEVELS SHALL BE TEl'IPERED
GLAZING.
3. &IILDMG ADDRE55 SL14LL BE PR�VIDED LN THE &11LDRG M SULN d POSITICN
AS 70 BE PLdMLY NBIBLE ,M� LEGIBLE FRLtI THE STREE7.
4. PRWIDE LLFATNERSiPoP OR SEAL AT TI$ ATTIG AGCE55 PM�LS TO PF£VENi
DRl+FTS.
5. P�vIDE DENGES TO '� HKaH PRE5,�5 �SJLTMG Ffdx7 THE OUILK
GLOSING LF TNE Lb11LK 4CTING VALVES FRLtI iNE ILL45HER AND DISFWA5FIE2
ETC_
b. PRbVIDE 5UF2VE7 SiAKES PRIGR TO FqNDdTILN M$pECTIpN TO VERIFY LOT
LI1�5.
l. 5HC4ER A�C£A WALLS SHALL BE FM151$D WITH A H4�, NON AE50�D�T
fillf�ACE TO A FffIGHT NOT LE55 THdN l0" ABOVE il$ DRAIN MLET. CRC R3011.
B. DOORS AND PA�LS OF SVIqIER MD BATFIiI� ENCLOSII� AND ADJACFNT W4LL
OPENING WITNM 60" ABOVE A SiANDMG SUf�ACE AND DR41N INLET SHALL BE
FibL7 1EhIPERED, LN'1MAiED BAFET7 GLA55 OR APPfd�VED PLASTIC.
3 ALL GLAZMG OF SWNiMG N1D SLIDMG DQ� SHALL BE TEM'Ef�D GLA`�`"i. T7P.
b. WATER GLOSEi SHALL BE 'Il�TR4 LCW RUSH' TYPE WTH 118 CaALLCNS MAXR�9M/
FLI15u.
IL Pfn�VIDE d SMGLE-CLNT�L (Mlil-SCqLp) yqLyE qT NEW OR ALiEf�D 5T4LL
5V#'TIER A� TIlB/SHOIIIER LOMBMATIRJS.
Q. GLNTROL VALVE FOR SHptER OR TI$-SHWER SH,eLL BE OF iV1E PfiE�
2dLANGE OR TI$Ia105TATIC MIXMG VALVE 7YpE.
13. ALL AIR WCTS PENETRATINi SEPARATIGN WdLL OR GEILMG BETILEEN GARGfiE
OND LIVING Af�A SNALL BE 76 G4 HIN.
14. R5TN1AiILN MSTIi11CTI0N5 FOR ALL LISTED E(i11PM�NT SHALL BE PROVIDED TO
TLg FIELD RffiPEGTCR AT iRff OF IWPECTIRJ.
&. TE�d'1MATION OF ALL EN✓I�tffMAL AIR DUGTS 5HALL BE A MMR1U1 CF 3 FEET
FR�I'I PROPERi7 LII�S OR ANY OPENMGS RIiO TNE &11LDMG (IE. DRYERS, BATH
MID UTILITT FANS, E7C., M151 BE 3 FfET qLLWT �`1 pLY�'i, WMDOLL5, OPENMG
5KTLIGHiS OR ATTIC YENfS) UMC 5ELTION 504b
I6. A MMR111M IR" PER FT Gf SLOPE AftL+IWp iHE &JILDI1Ya fOR DISTONCE Cf AT
LEAST 30 INCI�S NUA7 EXIERIOR W4LL5.
Il EGl2E55 LLI�LUb IN EdCH OEDRCOH SHALL HAVE SILL FEKaFiTS t1'�T 1'� THAN
44 MCFIES ABOVE THE F.00R MID OPEt15 DIREGTLY TO Sif�ET, PJBLIC ALLE7,
YA(� fMRL IgT GLEAR OPENMG HEIGHi CF 74', bND MI111�T OPENMG WIDiN GF
i0").
Ie. Pfi��DE A LANDMG AT ALL ExiERIOR DCORS. TVg Ll+1�MG SHALL BE AT
LEAS� THE WDTH Cf TI�¢ DCdR A�ID EXTQJD AT LEAST 36' q1T AND SHALL B'c
naoe oF casr-M-�nce caac�e.
a. FOR MSUXNi OR SLIDMCa DOORS, 7Vff MdJ(II�AA9 CHMGE M
ELEV4TICN FROM THE TH�5F10LD TO T1g LMIDING / PATIO IS 8
MGHES
b Fort ar�wn�n.� �ooRs, r naxmun � r�xn ru�sua� ro
LANDMG / PdT10.
W,. C�IARD A7 THE OPEN 51DE Gf THE STAIPoLW7 SHALL BE 4 t1MIFN"I 34" AE'QYE TNE
LEADRYa ECC�S OF Tlg TFEEADS. uHE� THE GUARD ALSO SER�ES AS tNE .o
HA4pRAIL Ql THE OPEN 51DE OF rHE STAIRWA7 THE GUARD SHALL BE 34" TO 38"
ABOVE ?HE LEADIII EDCE OF iHE TREADS. SEE DETAIL H ON 51$ET AB .0u
t0. Cd1Na5 pJ iNE OPEN SIDE OF THE STAIPoUA7 SHALL NO7 HAVE OF'ENRI'�5 WHICu
ALLGW THE PAaSAGE Cf A'sPHEf� 4�3/B" M DIdMETER BETIUEEN TVff
M1E�d'IEDIATE RA�LS, 4ND 'fNAT T� TRIAIYIILAR OPENMGS FOp1ED BT THE Q
PoSER TI�AD M1D BOTTOi9 RAIL Gf TNE GUARiJ SHALL NOT ALLLW PA55AGE Cf �
A 6° IN DIA^ffTER SEE DETAIL 19 ON SHEET A8.
GLAZINC� NOTES:
I. EdGH WIt Cf TEhiP. GLA55 SHALL BE PEfdVJJENTLT IDENfIFIED B7 THE HANF.
THE IDENfITT SH4LL BE ETCHED OR CERAHIC FIREp ON Ti$ GLA55 � BE
YI518LE LLNEN 1NE I1NI7 IS GL.4ZED.
7. THE LABEL RFT61 LLNICH 5TA1E5 TVff LISTED Il-VALIIE FOR ALL i�STRATIRJ
PRODIILT5 SH,GLL NOT BE (�110VED PEIOR t0 INSPECTIGN OR REtIOVED GNL7
er nre ewwn� rt+s�croR
3. ALL NEW GLAZING SNALL BE DUAL GLAZE PER THE ETffRG7 CALLULATION.
��or�s o
L •41" FEIGHT GIIA� A80VE TDSF. OR n'P. PF£-Md1UF. 34•-38•
URq1GHi IRON HNIDRAIL. MUST RESIST 20PL5 Gf LdTER4L FO�E, W/
MTERfffD14TE R41L5 SPAGED 5JLH TH4T A SPF�l� 4• M DIM1ETER
GAN NOT PA55 TNRLUCH FER GBG 10133. SMGLE CONCENiRATED
�00 L&5. o A RIGH7 ANGLE 70 TNE TOP RQIL PER CBC 1601.1.L �
2. DR1'ER
- PRDJIDE A SMCOTH METAL DUCT FOR DR�'ER EXHAUST
EXTENDMG TO O'JT51DE W/ BALK DRAR DAMPER (36' MM. AWAY
� ���;.
- FIAX. VENT D11CT LENGTH CF 41'. 5EE HVAG 1 pLU18MG NO7E5.
3. 30"0 MRL CLR � SNOLL�R SHOUIER DOOR MIN. P1" WIDE,
1EMPERED. PROVIDE MM. 30' CLEAR SPACE ARqND WATER CLOSE7.
a. zr��m° nM cw+u� sPace nccEss
ncc
5. DIf�CT VEN7 DIREGT VENT FI�PLqCE :SA 133 7L-268 OR �
APPROVED EC�UIVALENT. �
u
6. Fr1L � WdTER NEAiER LOCATED ihJDERlEdTH iHE LMIDING. SEE
GLGE55 R113.AGE e qTTIC NOTE ON SHEET A.9
l. MTERIOR SOFFIT. 8'-O" ABOVE FMISN FLOOR LINE.
8. PROVIDE t11NIFM1 1 LAYER Cf �" TYPE 'X' G7P. BD. FOR WALLS
M1D CEILMG OF LLSABLE ENG! OSED SPACE IINDER 57AIRS
9. A711G AGLE55 PULL DOWN STAIR MIN. 74"z4I".
IO. EXTERIOR LANDING AT TNE EMERIOR DOOR SHALL BE A
MAXUdl9 l-3/4° BELOW THE TOP OF TNE THRESHOLD, PROVIDED
TNE DOOR DOES NOT Su11NG OVER THE LANDING OR FLR�R IF THE
DOq2 SWINGS CUT fOVER TF� LGNDMGI THE CHANCE IN
ELEV4iIGN IS LR7ITED TO I-V!' FI4XIYId9.
IL LME CF RWR ABOVE OR BELpU
I LTt336Fx �
I I
Id' 6�� � 8� 6" �.� 5�_0��
CL----#�„ ��
NOUPPER FLOOR PLAN
SCAL : ] 4"=1'_ "
E
�s6 i `
e �
$QT - -
5'-6��X _m°
- J
� �JB/°. _R • 11
IIR626C I
U N iEM?. II .
I
y� �I _
�w �II ,
� �_ _;
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2ND FLOOR
BEDI�'I. WIND
OF 1312 GAP.
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14'-6"
�
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1� 0"
NOMAIN FLOOR PLAN
SCAI.E: 14"=1'-0
�I
a
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Water Pollution
Prevention Progra m
Clean Water. ���: it�M '=a�:=�;;�r; V
�onstruction Best Mana ement Practices BMPs
g
Construction projects are re�uired to implement the stormwater best management practices (BMP) on this page,
as they apply to your project, all year long.
Materials & �Vaste R7anagement
Yon-Har�irdous Mntcrials
U Berm and �oti er stockpile� of sa��d. dirt or other constniction material
uith tarps nheu rain is forecast or if not acti� ei} being used «i[hin
1-4 dacs.
❑ Usc (but don't o� crusc) rcclaimcd w atcr for dust conuol.
H�ardous'�tetcrials
❑ Label all hazardous materials and hazardous ��astes (such as
pcsticidcs. paii2ts. thiuncrs. solicnts. fucl. uil. artd ai�tifrcczc) iii
accordancc �tilh cit�, cowm. state and fcdcral rceulations.
❑ Storc hazardous matcrials and i�astcs in ��a�cr tight contaiimrs. store
in appropriatc sccondan coiitainment, and co�cr thcm at U�c cnd of
e� en �� ork da� or durin�� �� et �ceather or rvhen rain is forecast.
❑ Fo11o�� manufacturcr's application inMructio�is for hazardous
matenals and be careful not co tue more than necessan. Do not
apph cl�emicals outdoors +�hen rain is forecast �tithin 2�1 hours.
❑ Arran�e for appropriate disposal of al} hacardous �� astes.
�i'xste Management
❑ Co�•cr �vaste disposaf ca�tainen securel} i� itli tarps at thz end of
ercn ��ork da�- and durin� «et «eather.
❑ Chcck �vaste disposal containers Gequentl� for leaks and to mal:c
sure the� are nnt o�2rfilled Never hose do«�i a dwnpster on the
construction site.
� Clean or replace portable Ioilets. and inspect them frequen�h for
lzzks and spills.
❑ Dispose oCall tivastes m�d debris properh. Recycle materials and
.castcs that can bc rcc� cicd tsuch as aspliali, concretc, aggrcgatc base
matcnals, ij ood, � p board. pipc. cfc.)
❑ Disposc of liquid residucs from painYs. thiuncrs. solcznts, �lucs. and
cicmiing Iluids as har.ardous �caslz.
Conxt�vction Entrances xnd Perimeter
❑ fstablish and maintain eH'ectirc perimetcr controls and st��bilize all
construction entrances and eeiu to sufficientl� control erosion and
scdimenl discharg2s from sitc and trackiug of7�sitc.
0 S��ecp or �acuiuu an�• street tr3cl;irig inunediatel} and secive
sedimcnt source to prevent further tracking. Net er hose do�tin stre2ts
to cic�w up tracku�g.
Equipment hianagement &
Spill Control
� -
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Maintenancc and Parking
❑ Des'i�malc an area, fitled ��ilh appropriate E3MPs. for
vehicle and equipment parking and storage.
❑ Pcrfomi major m�uitci�anc�. rcpair iobs. and � chicle
and equipment washing off site.
❑ ll�rcfuclvi� or cchicic maintcnancc must bc douc
onsite. ��ark in a benned area ai�a� lrom starm cLains
and o� er a drip pan big euough to collzct fluids
Rec� cic or dispose ei' (luids as Yu�rardous wastc.
❑ If � ehicle ur equipment cleanin� must be done ousite.
cican �� ith ivatcr o�il� in a bcrmcd arca tliat �rill not
allo�c nnse ��ater to run into ouuers. strcets. stonn
drains. or surfacc ��atcrs.
❑ Do not dean � ehicic or equipment onsitc using soaps,
sol� ents, degreasers. slcam cicuiing cquipmcut. etc.
Spill Pre�ention and Control
❑ l�cep spill cleanup matenals (rags, absorbcnts. etc.i
available ai the construction site at all times.
❑ lnspect cchicles and equipment freqnentl} for a�id
repair le�ks promptl� . C;se drip pans to catcl� leaks
until rcpairs arc madc.
❑ Clean up spills or izaks inunediatel} and dispose of
cicanup matcrials properl�.
❑ Do nol hose do�en surCaces ��here ftuids have spilled.
Use dn cleanup methods (absorbent materials. cat
litter, and�or rags).
❑ S«�eep up spilled dn materials iinmediatel}. Do uot
lry to ��ash tliem a��a� i�ilh ��ater, or burc them.
❑ Clcan up spills on dirl arcas b} digguig up avd
properlc disposing Of COIlY3111llk9iC(I SOII.
❑ Report signibcant spills uiuucdiatch. l'ou arc rcquircd
b� la�� to report all significant releases ol'ha�.ardous
matcrials. including oiL To report a spill: 1) Dial 91 I
oi' t onr local emergeuc} r��spouse number, 2) Call tl�e
Go� crnor's O1Tice of Emergcnc} Services V4'amu�g
Center, (R00) RS?-7�i{I (?:} lioi�rs).
Earthwork c�
Contaminated
SOi1S
._ ._ : _,__"' __. .
.,_w_.�_
��s,
�...,� _.
� �� �� � �.
�__...�.a__`�'^---a...:a> r�� '� ��':
? . '�-�` -=.�`�" =- � � �e3""�""�. �
�'*3;.<-.-�=�..a�; �„�� �_�""�E�M1'^
Emsion Control
❑ Schedule grading aud esca� atio ����ork for
dn ��eatheronl�.
❑ Stabilize all denudcd areas. iitsl�ll a�id
main(ain (emporar� crosion �ontrols (such
as erocion control fabric or bondcd fiber
matri�) uvtil �egetatian is est�blislied.
❑$ced or plant � egclation I'or crosion
conYrni on sl�pes or �vhere construction is
not immcdiatcl� planncd.
Sediment Control
❑ Protect storm drain inicts. guitcrs, ditchcs.
and drain�ge co�rses ti�itl� appropriate
BMPs. such �s gra�21 bags. fiher mlls.
benns. etc.
❑ Precent sediment From inioratieg ollsite
b� uistalling and maintai�une sediment
controls. s�ich as fiber rolls. silt fznces. or
sedimeut basiiis.
❑ Kccp esca� �tcd soil on tlic sitc �chcrc it
will noi collect into �he street,
❑ Tt�nsfer escavated matcrials to dump
uucks on thc sitc. not in thc strect.
❑ Contanlinatcd Soils
❑ If am of tlie follo�cing conditions are
obsen ed. test for contamination and
cout��ct the Regional W'atcr Qu,;.ih
Conlrol Board:
■ Unusval soil conditions_ discoloration.
or odor.
■ Abandoned undergrotmd ta�ll:s.
■ Abandoned �eclls
■ Buried barrels, dzbris. or trash.
Paving/Asphalt VF'ork
❑ Avoid pa� in�� a�id seal coatin� in �c zt
w eather. os �j hzn raui is forecast before
fresh parement �cill have time to cum.
❑ Co� cr stonu drain uilets aiid maiiliolcs
uhen appl�ing seal coal. lacl. coat. slurn
seal, fog seal, etc.
❑ Collcct and rec} cic or appropriatel�
dispose of e�ccess abrasive ��avcl or sand.
Do NOT s`� �cp �r �� ash it inlo guttcrs.
❑ Do uoi usc s�aler lo �casli do���i lresh
asPhalt concrete pa`ement.
3xncutting � Asph;ddCuncrete Remo�al
❑ Completcl� co�cr or barricacic stonu
drain inlcts cchen saic cutt�ng. Usc fiitcr
fabrie. catch basui iulet fil ters. or gra��el
bags tu keep slurn out of the storm drau�
S\'SlClll.
❑ Sliorel. abosorb. or �acutmi saw�,ut
sliur� and disposc of all nastc as soon
as � ou are finished in one locaiion or at
the end of'eacli �iork da� (whiche��er is
soouer I ).
❑ If sa�ccut slum enters a catcli basin, clean
it up immcdiatcl�.
Concrete, Grout & Mortar
Application
❑ Storc concrcta ��rout anct morlar under
co�er. on pallets and a«ae fiom drainage
arcas. Tlicsc matcrials must nc� cr rcach a
stomi drain.
❑ VJash aut concrete equipmenG`fn�cks
orCsite �r ui a contained area. so tl�cre
is no discharee uuo the undeii� ing soil
or outo suiTounding areas. Let concrete
hazdzn and dispose of as �arbaKe
❑ Colleet the �cash �rater from �cashing
e�posed aggregate eaierete ancl remoce it
for appropriate disposal ofTsite.
Dewatering
. ._" � -"'�;' : s..�'�r ..m. :a'
t
� �d �
�, a .
�� , '�
��
❑ Fflccticcl}' managc all run-on, all
runoff�cidtin flte site. and all nmof�that
dischazges froru tl�e site. Divert rwi-ou
�catcr from ofrsitc a�a av lrom all dislurbed
areas or otltcn�ise ensurc compliancc.
7 Wheu dc��atcring. notify and obtain
appro�al $om the local municipalih'
beforc discharging tii atcr to a slrcct gut2cr
or storni drain. Filtration or di�ersion
threugh a Uasin. lank; or sediment lrap
ma� be required.
❑ ln arcas of kno�an coniammalion. Icsline
is rzquired prior to reuse or discliarge of
gromid�iatcr. Consult �iith thc En�inzer to
detennine «'hether tesrin� is required and
ho�i to interpret resul[s. Contaminated
�round«ater must be lreated or hauled
oti-sitc i'or proper disposal.
Storm drain polluters may be liable for fines of up to $10,000 per day!
Painting & Paint Removal
�.. � � � ,
�m � �
�'
�: � " � � (
�` § ��� -� .
"'�.
Painting cleanup
❑ Ne�er clean brushes or ruise paint
conlainers mto a streel, gutter, stonn
drain. or surfacc �jaters
❑ For ��atcr-bascd paints, pamt out brushcs
to the estent possible. Rinse to the
sanitan sewer once � ou hati e aained
��crniission from thc local �;astcti�atcr
treatment authonh. Nei er ponr paint
do��n a dravi.
❑ for oiI-based paints. paint oui brushes to
the estent possible and clean «ith tl�icmer
or sol�ent in a proper containec Filter and
reuse thimiers and soh ents. Dispose of
rzsidue vid wmsable t}uun�r!soh euts as
haiardous uaste.
P�int rcmo�al
❑ Chemical painl strippmg residue and
clups and diut trom marinc paints or
paints containin�� ]cad or tribun itin must
be disposed of as harardous �3aste
❑ Paint cliips and dust fi�om non-hazardotu
dr� stripping and sand blasting may be
s�xept up or collected u� plastic drop
cloths and disposed of as trash.
Landscape '1laterials
O Contlin stockpiled landscaping materi�ls
b� storine theru under tarps i�.l�en thet' are
not acti� eh bcing used.
❑ Stack erorlible la��dsca}x matenal on
pallets. Cover or store these materials
�ti hen the� are not acti� el� bein�; used or
applied.
❑ Disconiinue applioalion of ain erodible
landscape material witl�ui 2 da} s before a
forecast rain evenl or dunng �� et �reaQicr.
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UPPER FLOOR AREA CALCULATION
SC.4LE: t'4"=1'-0"
9
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�------------------�-
GARAGE AREA CALCULATION
SCALE� 1�9"=]'_p..
MAIN FLR FLOOR AREA:
A 14'-m"x5'-6" = 1�.�� SF
B 22�-�%��X���-��� = 22�.��
C 13'-(I>"xl3'-�" = 169.�� SF
C !9'-�o"x3!'-6" = 614.25 SF
� I!'-G�"x25'-�''' = 28�.5� SF
r 16'-�"xl2'-6" = 2(D�D.�m S�
N 1'-�c°x9'-�" - 13.5� SF
PI 1!'-D"x8'-6" = 93.5� SF
P2 8'-�"x5'-6" - = 44.(ZJD 5�
P3 S'-9"x4'-m" - %5.�� SF �=
(`PORGN� 1�2.3P SF < 2D� SF =� SF
TOTAL MAIN FLR AREA: 1,5�4.25 SF
UPPER FLR FLOOR ARFA:
I S'-6"xl'-O" = 8.5� SF
J 13'-6"x4'-6" = 6�.�5 SF
K 19'-6"x9'-6" = 185.25 SF
L 32'-�D"x15'=�" = 48m.mm SF_
M 2'-(�"xl'-m" = 14.�m 5F �
N - 14'-6"xl8' �C" = 268.25 SF -
O 16'-(d"x25'-�" = 4�m.�m SF
TOTAL LOWER FLR AREA: = 1,416.�5 SF �
C�ARAGE:
C�1 2m'-8"x2�'-8" = 42�.11 SF
TOTAL GARAGE AREA: = 42�.11 SF
MAIN F! R AREA: 1,5�4.25 SF
LOWER FLOOR AREA: + 1,411 .�5 SF
GARA�E: + 421.11 S�
�fi�AND TOTAL FLO01� AREA:
3,418.11 5F �
n
�'r-fi -�ff fl it �1��f} �^
C -"=I]-1LSI=1Z11=1SSI Q�C� � -
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MAIN FLOOR AREA CALCULATION
sc.u.e: i�a°=i�-o°
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AS NOTED
PU
AC
a u�s
/ — -- --
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2"x4" RWD TOP / BOTTOM RAILS
I"x8" RIUD PANELS W/ TOP / BOTTOM TRIM
,
>' � > � `�' �„ �
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� NOTE:
a • STAIN NATUR4L
� � 12" LqTTIGE ON TOP
Ili I
_ � = i --
0 - = -
m
�
� 2"xl2" PT. RU1D KIGICBOARD
12 ��
FINISH GRADE
12" DIA. GONG. PIERS, 30" DEEP ITYP.)
A WOOD FENCE
sca�: Nrs � � �
�(��
� "\I RJBBER GINCN TIE OR EQUAL
`� U 8' PINE POLE �STAKE
OUTR5IDE ROOTBALL
o�� ROOTBALL
4" MIJLGN IN BA51N
FINISHED WA7ER BA51N
GR4DE ,3" NIGN LIP
ROJCsHEN SIDES
_ _ d BOTTOM OF PIT
= PREPARED BAGKFILL
�AMEND WITH O�sANIG
5q OR.IsANIC GOMPOST
d M7GORRNIZAL FUNCsI
� - PER MFR'S SPEGS
� - PREPARED SIJBSOIL
�--3x R007BALL MIN.-� PEDESTAL
IWIDER IN GLAY SOILS)
TREE PLANTING
BSCALE: NTS
RDOT6ALL
4" MULGN IN BASIN
FINISNED WATER BASIN
GR4DE 3' HICsH LIP
ROUCsHEN SIDES
- d BOTTOM OF PIT
- - PREPARED BAGKFILL
AMEND WITN OR6ANIG
5 o ORGANIG COMPOST
- d MYCORRHIZAL FUNCsI
� - - -' ' ` PER MFR S 5PEG5
CONvEX PLANTER BASE
��25x RDOTBALL MIN.�� PEDESTAL
�r,�SHRUB PLANTING
LJ SCALE: NTS
CONCRETE UNIT PAVERS
POLYMERIC SAND JOINTS
W 'W/ SAND LOCK
� 2" LAYER COMPACTED
j SAND BASE
MORTAR JOINT
N #4 REBAR CONTINUOUS
2
� � f� �<�°' � CONC. FOOTING UNDER
z ,,�`-�. . � -f - PAVER BANDIN6
� %�,_i �: r~ °� 'MIN.9"DEEP
cV �:--�--�`�;�' _ .
_ / 1 , �`-'�sS- _ --�__� . , GEO-TFXfILE PABRIC
� -�'-�� _
_�
� T
�,
COMPACTED CLA55 II
I � AGGRE6ATE BASE
COMPACTED SUBGRADE
� VEHICULAR UNIT PAVER PAVING
U SCALE: NTS
(N) 6'-0" SOLID
WOOD FENCING
i PLUS I 2" IATTICE
(N) 6'-0" SOLID
WOOD FENCING
PWS I 2° IATTICE
(N) STEPPING STONES
SET ON SAND BASE
N
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FINES PATIi �
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.'i =�_;�
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(N) 6'-0" SOLID
WOOD FENCING
PWS 12' IAITICE
PLANT LIST
114m BALBOA AVE. BURLINCsAME, GA �
TREES
SYM BOTANIGAL NAME GGMMON NAME QTT. SIZE/SPACING GRqUfH RATE
A l,M1EfC'.US Po12RA f�D ObK I 14' BOX 110DER4TE
B TPoSTA410P515 LAt1RMA ELEGANT' 5LLkViP FITRiLE T 14' BOX tiODER4TE
SNRUBS
I EIlON1'hU5 BIDCIFOLIA 15 I CaALLON
� GOfd�A'DI151C7 BELLS' ra£D M15TROLION RISLFIIA b I GALLOtJ r10DER.dTE
3 MBPGFIIA NOLACEA SOCIET7 GArdIC 3 I GALLON 110DERATE
< �YEROGALLIS'DIUAf� f�D' DA7LIL7 9 5 GALLON HODER4TE
5 plTfp$pppol TQLIFOLIIfI plTtp5FbR81 70 5 GALLLN MODERdTE
6 �SA 'ICEBEfQi' IGEBERS RO�'.�E 1 5 GALLON FAST
� CNIELLIA SASM�WA 5ASM1Ck1A LMIELLIA 3 5 GALLON hI0DER4iE
B LAVANDULA dIY�1STIFOLIA ENGLISH LAVlJJDER 3 5 GALLON HODER4TE
9 Rp�',�tL1RRd15 pFFICMALIS'P15CAN BLUE' ROSEM4fc'1' I 5 GALLON FdST
10 dNIGOL�MN05 Du14f� F£D' KAN'a4� PPW 1 5 GALLON FAST
vINES
�'� TROLHELOSPERAIti JA5f11NOIDES STAR JASMME 5 I GAL MODERQTE
LAUJN
BOLERO BLETID, DELid BLIIEGRl55 CA. BPA SF R7LL5 SLqU
�
(N) CONCRETE SIDEWALK ALL NEW IDEWALK,
�CURB, AND 6UTiER
FRONTIN Th1E PROPEfZTY
, �_ ��� o 0
... � . . _ I - � � il �
C� I N O A V E N U E(N) CONCRETED I EWAY
APRON 'PER CI"fY STDS
C�RAL NOiES
I. CGNTRAC70R 5HALL �ERIFi' ON 51TE ALL GRADES, FF�PERfT LI1�5, EA5EFIENTS, SETBACKS, IlTILRIES, SITE Rlf'ROVEF�T.'i5, W.4Tf18RO0FPlG AND IlIDErdiR01ND PIPMG BEFORE
CLNSiPo1CiIGN BEGULS. AI.L DISCREP.04CIE5 OR PROBLETIATIC 51iE COFIDITIpS SHALL BE Bf�W�7T TO THE dTTENTILN OF ri$ LMIDSGAPE AfCF11TECT.
Z FMISFffD GRADES SHhLL PRONDE POSITIVE DRAIFI�GE AWA7 FR�15TIaJGilA�S MID SbU.LL BE PROPEfiL7 R�5TALLED TO PREYEN7 MIT STPFIDING Ill4TER
CONCRE7EMARDSCAPE SHALL HAVE A 111NIMAAI(aRADE Lf Yb IAlLE55 NOTED OTI$fdU15E
3. JUTE HESH ER0910N CONiROL NETiRY, SHALL BE 115ED GN !LL 3:i CR GREATER SLOPES. ST,aKE NETfMG AFpfd�PRIdTELT ANp PLANT SPEQfIED 1aR01NDCOVER
4. CONTRAG70R SHCLL OBTAIN ALL PER11T5 �CE55AR�' TO COMPLEiE PROPOSED LLI:RK AS PER LITY/iqW REWIREt$TlTS.
5. LONiRACTOR SHALL Pfd�VIDE PROTEG710N FGR IXIS7RYa TREES BT MSTALLBJG TEHFt7Rl�KY F{T1GRG A7 TVg DRIPLME ARLIf�ID TFg TREES. M THE EvENT iHAT TREE RGbTS
OYER b' AF£ DISCOVE�, iHE LANDSGPPE ARGHITEGt 5Hq1LD BE GONiACiED.
b. f�FER TO ARGHITECTURAL AND ETY MEERMC+ DROWRY�S FOR AN1" GALCULAilONS, DETAILS MID SPECIFICATIONS fi£G4RDMG &11LDMG STRIIGTURE, fqNDATICNS AND GRQDING,
501L5, GAS MID ELECTRICAL.
�. TNE CLNiRACTOR 15 l�SPONSBLE FOR LCMPLIANCE WITH 5pIL5 �PORT, POOL PLNS dND GRlDMG AIID DRAMKaE f€G11�TffM5 PER CNIL EWaMEER
e. THIS PLAN IS NOT d PiUR/EY CR CGNSTId1LTIRJ DOGU"EN7. IT IS PFd�NDED FOR CGNCEPNAL PIlf�O'',�ES AND 5HOIILD 8E IKED FOR PLPINRY, PU�Y75E5.
9 LANDSCAPE ARLHITEGt MAY M4KE SITE OBSERVATIQIS DURMG CONSTR1C71LN BIJT SHALL NOT BE UTILIZED TO SUPERVISE CONSTid1CiIGN R151TE.
10. THE LNID5C4PE ARLNItECT M!D ENC.INEER ASSIl1E5 NO LIABILI7Y FOR DISCREPdNG�ES BETLLEEN TI$ PLANS AND AC7UAL FIELD LGNDITIONS. LONiRdLTOR $HALL YERIFY
IXISTMG CONpITI0N5.
II. U1�RK WITHM iNE RIGHf OF Uk1T IS &ffiJEGT TO INSPECTILN AND APPROVAL BT iF$ Cltt. OBT4M ENCROdCN'�NT PER'iIT fR01�1 PJBLIC ILC7RC5 DEPAR1HENi PRICR TO YA�dG
OATIN 1Vff RIGHT Gf WA7. iH15 OK7FK MA7 INCLIIDE LA"IDSLAPII�G M THE RIGHf OF WA7,1gW C�RB DRAMS, N�ID PA@:MG 57RIP.
PLONTRG NOTES
I. ALL PLbNTINi A�AS WTH A SLOFE OF LESS TH�W Ib%, SHALL BE QILTIVATED MID ROTOTILLED TO A DEPTN OF 51X f61 MCHES WiH FIVE (5! QJBIG Y01�5 W SOIL MIX PER 1000
5011Af� fEET.
1. SOIL M�NDI'ENTS SHALL BE Fl3EE OF DEBRIS 511GH AS LI77ER �KEId LLAT PoTS, AHIJ OTHER FOF�FIGN 11ATERIAL R7CK5 LAfdrER TNNJ L!ff MLH DIN'�TER IULL NOT BE
PEq�IITfED. SOIL AMQJCtIQ1i5 SHALL HAVE TFE FOLLqUNG LLNiENT: SpIL HIX E411ALPG l0x iEDLL�"OD NI7RIFIED C01'IP05T, 30R SdNDT LOM1.
3. FLANT NOLES 51L4LL BE DLVBLE 7iff SIZE Gf THE CLNTAMER (GENER4LL7). iNE IIW_LS AND '' S GF PLdNT HOLES SHPLL BE SCARIFIED. NOLES SHdll 8E BACIffILLm WTN
A MIXNfE OF RIPORTED SOIL TO EX15TRY SOIL Ai A R4TI0 OF AORO.
4. SDIL BEfd'75 5HALL BE FORIED ARDIAlD ALL PLCNiS I GALLON SIZE AND LAf1'.ER BA5M5 5HALL BE YWLCHED WIiH A 7" LAYER OF BAR: LNIPS. LHIpS SHALL BE A HMIMIM OF I
IR' M SIZE.
5. ALL PLMliS SHALL BE FERfILIiED. FERfILIZER 6HALL BE Cq?ffRCIALLT AVAILABLE T7PE, AGRIFORI (OR EdJIVALENT). APPLIGAiIGN SHALL BE ALCORDRG TO
MMIFACNRER'S MSTRIGIILNS.
b. fi'ESiD(lAL LLEED FRE-EFE�XaENt SHALL BE APPLIED B7 TVff LCNiRl+LtOR THE 7YPE AND BRMm G�0'',�EN B7 h$ CGNiRACiOR SNALL � APPf3YvED B7 T� LA4D5CAPE
ARLHITECT. APPLICdTIGN SHALL BE ALLpRpRYa TO MANFACTIIRER'S MSiR1GtI0N5.
l. TREES SHALL BE BTAKED WI7H Nq PF£59URE 1REpTED 1' DIA POLES. 7REE fidAlK 9VlALL BE SECJf'�ED WTH TLLI� RIIBBER ilES OR SiRl�PS FCR'IING A FK�UfiE•EIGHT BEfLLEEN
Tkl�K MID STNCE.
8. ALL PLGNTPG AREAS SHALL BE GOVEfED IU1H A LA1'ER OF 6AF1C FAJLLN. MMiMA1 THIC1�55 OF 7 MCVgS, AND CHIP SIZE OF NO LE55 TH,4N ONE MCH.
`? �ALLN T1'PE E�HWl BE WSh(€:ESCIffA2YE BLEND, 90fi0. ALL NRF AfEAS SHALL BE ifRTILIZED AT TR'� OF R15TALLATIGN.
10. LANDSG4PE CGNfR.4CTOR Stl4LL VERIFY PLMIf AND SOD LNJAMITIEB PRIOR TO SUBMITTMG BID FOR IWFY. DOGI➢'gNTATION OF PLdNtS RSTALLED AT T1ff JO&51TE 15
f2ECdlIRED, WITH A LETTER PROVIDED t0 T�ff ql1.�R STATMG FINAL alMlTITIES.
II. LANDSGAPE ARGHITECT LNNOi CiIAR�NTEE PLMIT FIATERIAL A5 DEER RESIS7MIT DUE i0 GHMGMG NPBRS GF DEER
w�sca� Nor�s
i. ca�� Pnv� sNau ee a• naicx win� � r�eax aT �e• oc. co�oR T�w
DRIYEWAY SNALL BE: WIT PdVERS TYpE: G1IJ.GRR1' STR� PA71EFdJ: OLD TpW COLOR TAN / Ca�E7
STRg 5HALL BE� BLIlE5TG.� COLOR: TON / GRE7
7. 5TEEL �RFOfSEM�NT SNALL BE iIED AND SET CENTEF£D IN il$ iHIGQJE55 SPEGIFIED ABOVE.
3. f�IJGH GRADRYa MID FMAL GRADRYa SHALL BE PE�Sq31ED BY THE LANDSCk E CGfITRAGiOR THE SDIL SHALL BE GRADED SUGH T}14T IT SLOPES ALLW7 fR7F1 THE &11LpING
FOINDATIGNS
4. LLNTRAGtOR SN4LL VERI�I" ALL Pfst7PERT7 LRgS ADJALENi TO TNE Af�EA OF LL1�7K NO QJCfd�4LH'IENT SHALL BE pEfa'IITTED ON ADJACINi LA'�5 WLESS LLRITTEH
PEfd115510N IS OBTAUffD FRG1'1 THE LCND plllER OR Gltt BUILDMG DEPARRT'M5.
LAN DSCAPE PLAN
SCALE: 1 /8" = 1'_0"
REVISIONS
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PU
L.1
��
PALOMA AVENUE ��33-M";o�"`"'
- - 50' WIDE RIGHT-OG-WAY - - - � - � (24-M-72)
HELD
5 53'15'00' E 772.34'
LOT 5
LOT 13 I LOT 12 ' LO' 11 I LOT 1C I LOT 9 I LC' E I LGT 7 I L0- 6 �_ ___�
i i i i � i i � �
SET NAIL & TAG �OT 4 ;� W
LSA 6437 �
F Ov� SET 1' IRON PIPE V I� Z 3
(� W/ PINK P ASTIC CAP -- Z�. �
G �yl o
�.Pe � 6 LSN 6437 � -
_- __ OJ�,lh'e C/R - 50.00' LOi ? I mla� a�
I o �'+ J �
� O - - � - Q o
� V 3
� Z e
� � � ^ �or z .� J
I I I I I al � �', Im I I I�
LGi ?t I LOT 25 LOT 26 � LOT 2� � LCT 28 � LO' 29 °'I ¢ N r� N I�' LOi 3� L_ _
� _ - �
U � o .d. I
Z m FND- I.F. 30.0'+
� Q (CR2178) LC' '� I
_ __ 50.03' S0.00' S�.00' S0.00' S0.00' 125.00' ��
H`-=D - SET t' IRON PIPE _ -�
FN�. I.P) W� � LSyE64S7 ~ ' ^ ' ^ o
(CR 2178 H
50 25 0 50 N 53'15'46" w 779.02� 1 HEL�
CAPUCHINO AVENUE ; �`"°. �°"uME"'
(33-M-70)
50� N1DE RIGHT-OF-WAY � (24-M-12)
SCALE: i" = 50'
_ _ - - - _ _ SO.OD' _ - - _ _ -
��
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10 5 D
�
SCALE: 1" = 10'
70
�
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FOUND IRON PIPE�
(CR2178)
BLOCK 7, LOT 28
(6 RSM 46)
1324 CAPUCHQ70 AVENUE
BASIS OF BEARINGS
ftECORD OF SURVEY N0. 2084 FILED IN BOOK 33 AT PAGE 70 IN THE
RECOR�S OF SAN MATEO COUNTY, AND TWO FOUND 1AONUMENT$ A$ SHOwN.
BASIS OF ELEVATION
THE ELEVATI0N5 SHOVM HEREON wERE DERIVED FROM L-1/L-2 DATA
COLLECTED USING NAVSTAR GLOBAL P051T70NING SVS7EM (GPS) AN� A
CHCX90D-OPUS GPS RECENER AND POST-PROCESSED USING THE CORS
NETVIORK. ALL E�EVATIONS E%PRESSED IN NAVD 1988 DANM.
LANDS OF MARIANI
BLOCK 7 LOT 7 �
(4-RSrA-46)
1317 PALOYA AVENUE
w00D-FRAAIE
DETATLNED
GARAGE
� 1�
� �,
� O
DRRIN
� 1�-�;:� D ATCHEDE
. � X 4.��� / . .i GARAGE
� 0Qp � I :S FIMSHED FLOOR
I/ . .... ' �_ ELEV. 24.6i
TOPOGRAPHIC & BOUNDARY SURVEY
LANDS OF 1316 CAP AVENUE, LLC
LOT 30, BLOCK 7
MAP OF BURLINGAME GROVE (4-RSM-46)
CI'I'Y OF BURLINGAbIE SAN bIATEO COUN'PI' CALIFORIVIA
SCALE: AS NOTED APRIL 24, 2019
LANDS OF VALENTINE I
I
BLOCK 7, LOT 6
(d-RSM-46)
t311 PALOMA AVENUE
�
I SET NAIL k TAG
�ON Wt10D F'ENCE
LS/ 8�37
GROUND EL 24.49
AT FENCE CORNER S 5315'2J" E
__ __ Spao __
1.1'3 FENCE
ENCROACHMENT
I�x �+5
�,.
hl
TEMPORARY BENCHMARK
g�-- WT 'X' ON CONCRETE $IDEWALK
6�t WDOD ��� ELEV. 25.1i CONCRETE wALKWAY ��V' 24'S6f AMSL
FEurE \ I 2c.�e i ��-42)
i' 1
x_a ; i �
�, I r GRASS � � \
� \a
CONCRETE � �� � ~ � I e'3 WOOD FENCE
�OOTING r ^--' C?-40 ..
I DRAIN � I
a
.� o_q� �p CONC. pAD . ' h -- � -_ -
_ _ __ _ ;i _ � �UNDER STAIR$ i Q
_ _ .- � I ... . I J .
- � HOSE BIB 24.63� .+�.: '� '��
� `�� _�HOUSE
�I�-4,St r� � RAISED �' �pryCRETE WALKWAY � . FOOTPRINT
LANDS OF fANG
BLOCK 7, LOT 29
(4-RSM-46)
1320 CAPUCHINO AVINUE
1-STORY
SINGLE FAMILY �
�RESIDENCE
NT. 17.0'3
W07J{�F;K - - -- �i EAVE k �.
.SLIDING G,A55 ACCcSS ^, �iJ7�R
� DOOR HATCH j ;
GATE
� I
JI _ �
� 3�'a 1316 CAP AVENUE. LLC ��� � '
3 LANDS OF BARROLAZA
N� �a APN 026-085-180 j J I � 3
� 0 K 7 � v W .. BLOCK 7�LOT 31
e I I Bl C . LOT 30 .] Z> j . .
: (4-RSM-46) � I�� � � � (CR2�78)
' S,99i13 SQUARE FEET y� ^ �. z ' 1312 CAPUCfffNO AVENUE
I�' 1316 CAPUCHINO AVENUE � � ��.� �
� ncccss j � �� s.rtr
HATCH
I 25.'2 ACCESS �"._� 05.� j 2-STORY
HATCH � L
SINCLE FAAIILY �
RESIDENCE
� FIU15HED FLOOR ��I I � HT. 25.5'3
9+y � ELEV. 29.1t �� '
3 i ��
F
HOUSE
FOOTPRINT �� I ' �� I I
��I CHIMNEY - ���� , I,
�
� EIECTiiICAL BLDG. �
� 3.5'3 WDOD I ^METER WALL �I
i PICKET FENCE , . FRONT DOOR �� - - - j
WEATHER - 25.6'
HOSE 91B �---�i 8'0 OUEEN PALM '
IHEAD - __.,..� O\�� W I
I 14"i TREEi �p� CP-J7� I 6'3 WOOD FENCE
3
I
_ _ 50.00' _ _
TO
GROVE A�ENUE
I
�
5 53'15'46" E
LANDS OF GRIFFIN �
9LOCK 7. LOT 8
(4-RSM-46)
1321 PALANA AVENUE
�
�
SE7 1' IRON PIPE
W/ PINK PLASTIC CM � 6'x WOOD _
�/ e�� FENCE
ELEV. ?5.25 �
1
So.00 _ _
O ��
5
�ti
I' WOOD-FRAME
wORKSHOP
FINISHED FLOOR
. 25.-i1�` �WATER AiETER - _• - - - - 5 5}�5'46' E
2r._,� CONCREiE SIDEWALK
25.2t � 2a.92
� CP 35 „�<
25 �
� � ' � � �GRASS f � � T/ NBARK � �-!.- 6"0 TREE
2�.}` ! 2533 � � 25.15 � � . DR4E'A'AY- \ 24.�� �� 24.84
�1'� -'- --#
3E
WATER � / 2�.0 20"0 TREE -I ... .. 24.]0 �� /i � ..-. 25.$ .
ME�a uP oF _i
W TfER
CAPUCHINO AVENtiE
50' wIDE RIGHT-OF-WAY � - . ...
25.<'i X25.34 X25.20
�
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�
BLOCk ]
�a= ,
LEGEND
- - - - SUBJECT PROPERTY LINE
- - ADJOINER PROPERTY LINE
-x x- EXISTING FENCE LINE
SPOT ELEVATION
� �� LANDSCAPING
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I
NOTES
1.) TIlLE REPORT FOR THIS PROPERTY WAS PROVIDED BY NORTH AMERICAN
9LOC✓ - T�TLE INSURANCE COMPANY. FILE N0. 55913-1612507-19. DATED AS 0:
ip,- � FEBRUARY Z2, 2019.
2.) UNDERGROUND U1ILITV �WES NERE N0T LOCATED FOR THIS SURVEY.
3.) DATE OF FIELD SVRVEY� MARCH 7, 2019
4.) PROJECT BENCHMARK: CUT "%" ON CONCRETE SIDEWALK NEAR THE
SOUTHERLY LORNER OF DETATCHED GARAGE. ELEV. 24.56f AMSL
5.) CONTOURS SHOWN HEREON ARE AT ONE HALF FOOT INTERVA�S
B! CC� 7
LOT "
�
FND. I(ORZPIB; J ��� �AND S��
G
To
IINCOLN AVENUE
���KEV1N M McGUIRE F��'
J �%I; ��e� _,
�* Exp 12-31-08 *�
�%' No 6937 \P
9TF � CA��F�
SURVEYOR'S STATEMENT
I, KEV�N M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULv
�ICENSED BV THE LAWS OF iHE STAiE OF CAUFORNIq DO H"cREBY SiATE
THAT iHE TOPOGRAPHV, SpOT ELEVAPONS, LOCATIONS OF IMPRO`rcMENTS AS
SHOWN. ARE BASED UPON A FlELD SURVEY PERFIXiIAED AIARCH 7, 2�19 BY
OUR COMPANV �IELD CREW; AND I FURTHERMORE DO $TA� hiAT TME
PROPERTY BOUNDARV LINES, RIGHT$-OF-WAY AND EASEMENTS, IF ANY, ARE
BASED UPON IiEMS OF PUBUC RECORD AND FIT TO FOUND MONUMENTS AS
SHOWN AND REFERENCED HEREON. MIS MAG AND THE ITEMS AND
INFORMATION AS SHDWN, WERE DONE UNDER MY SUPERVISION HND DIRECTION
AND ARE TRUE AND ACWRATE TO THE BEST Of" Mr KNOV.LEDGE AND BELIEF_
���� 4/24/19
KEVIN M. McGUI E, CA PLS �'6437 DATE
���-� � �� �.:..� �.
� �-�
QUIET RIVER
Land Services Inc.
6747 Sierro Court, Suite K
Dublin, CA 94568
(925) 734-6788 Phone
SHEET 1 OF 1
- � - - 3 . *26.0�� .. .. __ _. - � �� 12'o TREE _
�
�m
w � �� � a h
� ' HOSE BIB BENDER / � ^� �.
BOARD / 25 yb � FND. IRON PIPE N
SET 1' IRON PIPE � TANBARK� 55 ELEV. 25.12
N W/ ORANGE P� 6137 .� ... '6.� GpP „�� �(CR2178) I
ELEV. 25.72 � � h' CATCH .
SD.00' `� CP-36 � /�BASIN
__ __ --1 5 53'15'46' E SO.DO' � 50.0�'
VICINITY MAP
NOT TO SCALE