HomeMy WebLinkAbout1409 Castillo Avenue - Plansn
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Abbreviations
n.e �:n�aor ao�;
AC. As-phalt Cor�c-=te
AG:. AA�isla�le
ALL1�.. �ll�minum
AP°RCX. App m.ctely
AkC�. Arc: tettur�l
AS�FI. AsPhail
A.U. Bu�n-llp
ec e�o�d
GLDG. Builaing
ELK. Elock
ELKG. 9lxking
BM. 6eam
NDT. Eo:torr
C Co � t
C B Co h E
C i Ca
C J. Co t t � Joi�t
C.O.' G. CJeon Ow �c Croce
CAR. Caonet
CEM Cemen;
CLG. C vl:nq
�� ��� �
CLR Cie
COL Cou
C,OMP. Co po��t'�.on
COw'. Co.�_re�e
CONSi. Co�struMi:^�
COaf. Continuous
CORR. Co�ritlor •
CTR. Cent=r
CW Co�d Wat=r
cs o�w�s��:
C3'�_ Ccuble
D�PT. Geportment
r�r. ceca i
o a o o�c=�
D'M. O�mens on
DV C+�wn
DWG C•ow ng
Ef. Exhoust Fa�
F.J. Exponsicn Jaint
E.P. Elec!�wl '�ane�
E+. Eac�
ELFC. Eled�cal
ELE.'. Ele � n
EAAE3. Er*m g r f
EN. F.ntl N � .q
ENCL Enc�os�re
Eo. ea�oi
fQl,'.P. Equinmei!
F.A Rre �iarm
'�„� Floor Drcin
- Fire Erline��isher
F P Fire aof �
'�,7N. Fo��rdatio��
='�N. Fnish
� 9.C. foce Of �onc
�.O.F. Foc= 0` Fin:sh
�.0.5 Foce Of Stua
:TG. Footing
C.I. Glvanizec I,on
G4. Gcuge
G4Lv. Galvonizee
G . .,fass - � � ��
GR. G �de
H.�. Hcse Bib
H.;;. Hcllow Core
H.M. FC�'ow Meta'.
FIR. Nc�r
Ht. Feght
I.D. insde Dicr.�.eler
INSJL. Ins�latic�
iur. i�te��or
J.h. Jcist h�a�Ger
JM Jar�tor
JT JciM
LAM. Laminote
IAV. Lwatory
LT. L:g�t
� ��x
MCIA�. Men . �
MFP. IA�nufac�u-ei
MIV. M�nmum
MTD. Mounietl
MiL M?[ol
M1.�..C. Ncl In �on;•oc.
Iv��N. Ncm�.nol
� T.S. Not To �o�.e
O.C. =_nte-
Q-. overnory
0?G. Doaning
U�P. uG'=�5ile
P L4AA. PlasLc �am�.nale
?I. Plote
?fAS. Plaster
'LW�. Plywoad
?TCF Pressure T-ea;etl
Deug �s r
I'.0 Ro�gh Qpemng
R W'� R in WOL=,r Leoder
RFF. Re`e- Tn
F� NF Reinrorced
R� J Req�� red
RcSIL Resil��.ent
fU. Roam
f(Y/J. Redwooa
S.B. Soli� Bleckin�
S.C. Sol�, �or=
S.O.V. Shut Cff VoH=
5.5. Sewer System
SC'�IFD. SChetlWc
S�C Sec;�on
5-1f. Shezt
S�EC. Spec:+'�ca:'�on
5+'L Spbsh
Sa.. Stotion
SD. Standarc
SRUC. Stru�turel
S:15P. Suspenaed
General Notes
lhese U�awings antl their confen- o ontl sholi rercw�r, the „roper!y o1
Dre -r y Ter�ones ?rch tec:ure whethe lhe project for wh�ch they were
prepered 'is nx�uteA or not. They ore nnl to Dc useA by ony Derson other
lhan lhe Owne� o� (or ony o:her yroject or ex�.ens�on to ihis project
�xcep[ by aoreement in w�iting wi,h the Arr.hitect.
The Arthitect expressly reserv'es his commen low copynght ond other
prooery nqhls rz!ot�ng to .h=se C��w�nqs ond their conlen?. These
Drew�nqs are net to be reprod�ceo, alteretl or otherw�,se modified in any
nonne• whntsoever cncepi by the Architect. These nrowi,as and iheir
onter.l rtwy nol be assiGned to o third parly w�!hou; wn;ten �onsenl o!
the Arc;hitect. �n ;he event of unautharizr.A usc n� these Crowings by o
third carty, lhe third porty shefl nold Farmless and inCemnify the
Ncn..ect.
Tn.ese Drowiny-= are on irstrumect o! services cer'ormed 6y tne Arcn�.!ecl
for the be�eFil o� lhe Ow�ar. They ore intentled (o� use in C negeticletl
consVucCion controct an� therefore mo ru: detail or s ecif o'�I
Y U Y
meter'n s rrenuf t. o- as=_cmbl �s Detn��l os c�blies a�d preduc�s
�wnonty k�,owi�. to be nduslry slandar� !cr a�y g ven trade rwy .�ot 6e
fully tletailed or soccified. Whcrc nc�essary, thc Con±rccor sho�l provde
crnples, daLa. orWuct IiteroWre os �equ�rec to ass��sl th= Own>_r or lhe
Owne�'s agenl �� mak�ng selecticns. f or lhe p����pose e! estirnoting items
no` f�ly det 'ed the Controcto h�l� p o�ide cn alowcnce ame�n: and �o
cond -. s� h est.motes The 0. d/ r Cortrocto� sholl subm�t lo
the A � t ��n wr t ng, o�y rnq t. f rntl�fica} ors to tte plans or
spec (�..ot ons by meons �f shop ,;ra��: ngs, sa�np es o� olhe� meore os
npp•op%ate Shop Ar gs tha' are sub^i;� � t ttie Arcnrect fo• rev'ew
tlo nol consl�Wle .�:ng" ��less �� is bro� ��h: t� the attenl cn o� t!�e
Arc��2 �t that specific�chenges cre being suggested.
Nc cuarantee for q�ality ef construction is :mplied or �nrenCed hy these
Doc�ments. ihe Centro:-[or ;hall ossume f�ll �espore��.bif�y scr o�y
cons,�uc� on cefic enc es
T:�e Pxner aM � [ �o hal h�.uld ha�n�iess, ndem,���'y ..c d��_rd ine
Arrn'�rct from a y . �-tiatzd by the n�ticl Owne� or a�y s�bseque^t
owne ' �o�st t deic�enc.es modifico:ons,sucs6t�6ons,
a nterwnce or ory s�ch condition wh ch s xyand the conUo o` lhe
Arcm+e�t.
p�'� ro�troct fqCumen:s jesc'rbed ' '�. e c� c.��o .t t sh� I be
cons dered one document end , .te ded ed . d- �- . nt.
Con:�a[ir.r Ontl cll Si^ coitrattors shal rPv ew ni decumens ar or to
bicd g 5� b w t t e respons�.ble (o� y f. „t on pe�la n ny lo
the� rk o rrr� wrere �c may occ�r n,n Dec.mar�.ts
It iS � �len' cf (he5e �oc'�^wnt� W J�ov Ce fo lhe �o�strvCt Un of o
.,oist,:re p�oal enclosure of in�¢rio� spoce. ��.� f�e Owrre�, Canlroctor o
� y S��b-controctors ^_r_om�e ovaro af o�+y assemh'�y o ondt'�on, e�;h^r
shown ir. the Jm�a�7ngs cr ca�slructec ors7:e. �xh':ch dcee not, i� lheir
opinion, ;�t'�.s'y ;nis '�n;ent. it is lYeir resFonsibility to notify the .4chitect
w�;n�:n o reuso.�eble ortqu^�t o.` i�n�e w Il,a[ l'^.e cwhiil��un or asse^+b�y can
'� be ewed n�c f . ory motl . 1 0.s con be d �F
Doc �. t , lo -h K� w�tt � l rtqacl' .q he P.� s f 1he Wo•k
AI��. fo. ,oto Ce�to -ng 1�., the s� I 6e a d sh��� ?. o �� _
, Cwrx- s respc�s �., ty T� s inferrr„t on sncl I de '�.ega'� d s<!Ct on, deec
� res[-ct�en�, eosemen's ste sutiey topograp c sur:e�„ locct on ot
existing imp�ovements, soii; repo�t. and all �eloted d�ta.
� � I
i, Green Building Measures
T.O.0 �co Ot C .ete I � een 8�IJ g M dotun Meas�res � heck sl w-.I b ubmlied �./ Builci�;. �. d�r Air 0 ��y c E:xn �� t
�.�.p i�p pf P nt I? r.mit b 1, i 1 E hau t th t c NERGY S�a o C� n[. d�c-M o A nal .c m ncte
T.0.5. 'op Of Sidewclk Wa'�Is w � 2 6 a� ' Icrqer fr�rr�.�y re7u're R-'S nsua:�o� o�tstle the D Ij. -11 „e provded i.� every bot�roo . 2022 CCL 4.�061
T.�.W. Tco Of Wall II �lot �Nater ppng -nsulote� os spec�.fed �n CPC Secton 6C9'1 2 Unless functc ne as a omponent oF o whe'e nouse vent.aton rystem,
� New fY: �d party HERS �erf cat on for vent iai on �nd ndwr o r �ua��ty fons must be con�rolled by a hum�distae. 2022 CGC 4 506.1
U.O.N. Ln'sss Othe•w'.�r.
Noi=e �: Woter Ef(�cicnc� ond Corservaton Environmental Comfort
Plum�inc fi.lures (wote� desets and urina��s) wIP comp'ry with the (ollowing: The hea,�ng and a'�r-condiC�uning rystem hos been s�'z Kf, desiy:�ed, and have
W Wos[e ���i 1. The e`fectivc fl�sh vol�me of a;l water c�,asets wil'� not e.cced 1.2A their eq�ioment selected ��s:ng fhe iellowir.g rrethods:
W.C. Water C�,oset '��, ��I/�:ush. 2022 CGC �.303.1.'� 1. Heo: Loss/Heo: Gain �,alues in accordance w�th .UJ51/ACCA 2 Manual
W/ Win ��I 2. The effective flush volum.e of u.�ncls wili nct exceed O5. qal/flush. ^_��22 J-2076 or �quivale�t;
W/0 W!hou�: CGC a.S0:S.1.2 fhe f'�;t�nc=_ for fauc=_ts cnd s�cx�e�heotls sholi meei the 2. D�ct s sterrc ar= s��
WD. WCod - Y Z d c d�no to AN,i/ACCA i. Na�uo� D-20 i6 c-
WP. Water,roc( t I�owino standu�as' '. ��PM for f�uce,s anA 2 0 GPM for showers. 2022 C C , volenl;
WT x,o,9�� '. 4 303.'� 3 and 4 l03 ' 4 3 Se'ect hea:��ng cnd cuol�. g ec Ipme . uccordence w ih AN51/ACCA 3,
Monuo� 5 2Gii o- eUu.ole l. 2J22 CoC 4.SC'
h._ C D n�� �I ty o d.� d cec M t �. Annular spaces cro�nd p pPs
IEc�.�= bl d�ls 0 lh opE g� oe/bo;lom pl�t t exleror Instol�er Sp o� I. sp .or Quoff col�oi. FNAC sy�lem t Ile�s w'll be lro�=tl
��.1 � I'� b.od . t p �. by I-. g h penings w th cement ortor pntl cerf f' tl� th p per ��.z�allction of i-NAC syst . nd eq� n�Tent by a
�crete mesonry, or _�n�.ler me�,r,�d occepta�l= to entorc rg og_ .ty. 2G21 recog� zed t�� .�/ce�t�fcet on prog�am per 2022 CC 7C2 '.. �/hen �eq��.r=d
rGC <.406.1 by the enfore.ng ..yen�y, sna11 err�.ploy Spec:a� Irspec:.,rs. 2�2? CGC 7G2.2
-� � lr�clion Waste Red��ction D� a,l ard Rec cl - A m n rt+ m 7 I V r f^ � .
spe y ng u oi 60 , o e _al on. Upon req�est, ver fcction of compl arce w/ lh�s cod may - cl�de
th n n haza-tlox construct on demel t on wnsre e ernted o[ the s�te w'il be constrUct on documen?s , ec f cat�on �u Ider nsta ler czA f' I on
e � .� o�s, s� s. i
d tedto on o'f s:e �ecycle, d�e�s on, or s�lv�ge foc'fty per City of nspe�t on reoert; or otl,er mecn�ls uccepta:'e to the Bu d�ny J' Iho, snew
9� rl.�gome Ordnance �i'C4 ond "[022 CG^ �ecion 4G�8 a�bstont'ot corfort*�orce w/ tFe 2072 Code recurements 2027 CC.. 703.1
�� 9�i�.ding uo nt=r�.ance d Ope hon An operal on antl mo ntenonce monuol
, w I' W_ a�w�ced tc the :,:. �d,ng c=:.upant or ow�,er. 2�22 CGC 4.+10.1
,'ire>bces: My gas frepl�ces will x direct-vent, seo��.ed-.-ombus'o�le type.
I 2022 CCC 450J.1
�'olb�lant com�ol
; 1. A! 'he tirre of rough '�ns;allrn�.on, c nng storna� on tt�e constructicn si'=,
. ontl unti� s:a�tuo �f ihe hea:�.ngucooi'in� ond ventiloticn cyu�pment, �I'�
- d t ry -n �oteC d. S��ton cer�xren!s wil. be co� etl / tape
. pIa t_, � e t �Pt i, o tha .ethods oCcep•oble lo !ne erfe �.g g cy to
._duce lhe a�ro� .l o� wat_ , dust, or dehr's Lhal nw� �rter Lh system.
�'�. 2022 CCC 45f741
I 2. Adhes'ves seolant .d a-1�<s useC on :�,e pro�ect shoil foliow .ocal o^d
� �egionci a�,r �oi ihon ar oir q��.i�y mr,rage�nt d str ct stardards pe- 2022
I�..' CGC 4.504.2.7
'�, 3. raints cnd coa;.ng 1' comp:y �,��hV C'�ir.�,ts �er 2022 �Gt; 4.504.2.2
�I 4. Aeresol pc nts antl ootinCs 'n'���I mee: lFe ProduCt� w ght?d A�',R I mta fOr
i RO:.' end � reG �. nts- 2�22 CGC 4 �%�A ?.3
5. G-.c �. t n pro - tl.. that �.ei f es comDl'o c :� VOC f^'sh rrpter�ols.
'��. 2022 C�„ 4 �C4.2.4
'�, 6. Carpet rystem n t.I c n the bu d ng nter o w I� mee; ;e t, antl
', product req� rements Found :n lhe 20'.9 Cal'oma Green B� d�-ng CeCe. 2G22
� ccc ason.z;.
�'��, 7. Whero r¢;�ie�t flcor�.ng �s irsta'ii=d, o; �,eost 30 a e� the floor oreo rece�v�ng
� si� ent `ioorir.g wiil comply w�th tFe Caiifomlo Green Building Code
� �equ�rements. 2022 CGC 4.504.�
Ili &. Fiordwooc plywood, pa-ticleboa��, und medium densily Ficerbecrd
omposite wood prod��cts used on. the in!erior on� exte:io- of t�e bu�ICir.g wi'�I
ompl� wilh the �ow tor�.�.cl�ehyde e.��issicc stanac�ds. 2022 CGC 4SO4S
,� '�,r � or lEo�,slure Cantro',: �. capi�l��ry b�euk will be i��stolletl i� c sl�t uri grotle
� founAation system is o,ed pe� ?C2'/_ CGf, A.5022 Bldg. mcterio'�s with the
siDly signs ef w��ter acrr,cge will not be insla�l¢tl. Wall ond floor froming w�.11
not be endes=d when ;he frarming membea exceed 19% maisture conlert.
! Mc-.s?ure conten: wili be verifled prior to fin�sh rnoteria� be�ng epp�iea pe� 2012
I CGC �.505.3.
-_ -
Code Comp' ance �
l,il work sho.l cortp�y wiUi opplicable codes antl irode s:a�tiarCs nci�dine
but not limited 10 t�e lotest atlopted edltion of the �ollowing:
702? Califom�a 9uild'�ng Coecs, 2G22 2esiCeniiol Bu;ldino COAe (where
opplicable), 2022 Cal'�forn�.0 Mech�nical Code, 2U22 Caliiomio Eleclrical
Ccde, 2022 Cai'�.fomia Plumbing �ode. induding all omendments as adopted
In Ord�nance 1989, ond 2022 Celi+omla Energy Efficie�cy StanJortls (Titl=
29j, ;nciuding �ool Rcof requirements.
PJI epplicable =_Aale and ��o<al coCes, ordinonces, leyisblion, os odopted by
the Town o` Hil��..sboroug� c! time o{ �erznil apcl:cation. '�u includes the
2022 Reach Code OrCinonce �1979.
il i=_ the Ccrtrecfors responsib�iity Lo iden::"ry• and fomifo�ize himsell with
rerent codes cnd ordir:ances inc'�udi�g Ieccl veriotions o� na;;oncl or
ciono� codes Requir¢ments o� cdo�ted code9 sholl sucersede ony
conflicCin� req�irements definetl ir lhese Docucients. When a con!!icl Is
susoected L^-r Controctor shnll so aM se :��e Ar h i t wrt g��'
reasonoble t �me so tho; lFe cunfl.c, ` t ex sts, can ��x resolved witlio�t
:mpac;ing the progress of !nc Work.
The C��t t sholl nc ude and mpl ent a�l p rt� �t requ�remenls of
:h s p � ct c t fe�th �.n ury c tl��t o f �pp. ol ���.ached to the
pro�ec' ' y � �.ng egenc es These ccr.d 6ons sha.l bece,me o port of 2�no
Cortra_t Go_umenis
Site E.am�ahon
7he Ccnirecto- shaU lhorougnly exum re '.�e s.�,e ard sutrsly h�mself os :o
ti;e rondit�.ons under wnicn the Wo-k is to be pertorrne��. The Conlrxtor
shol'� ver�fy a; the site all ^ieosurements or.d rpnditions o�fectinq h�,s work
c sho�l be resC�nsible for sam= �nless brc�ght to the attenticr o� the
Owr�.er or hi< �gy�t prio' to proceed�ng w'�%h the work.
�ime s nn C � ol
it is �h po 'h�.l. y f the Cai.l t. [ he k d r�y a.l curWi�, u�s.
d�me '�. .cs a d. I Ig� �t �d '- p pe `t antl nttochment
oi �u �,,s r�� ed. 5 d t m y d a, �iw tn
lioCuments ond ihe ocw..i _onS'��.o Ih Cont ct shol�i not- y ine Owner
or his oge�t �n w��[ing for c1a�i1 __ton on0/or 6��ustrY�n:. In .he event Jf
' re to do so the Contraclo� sFoll �e resper=Cle fer cerreclers req��ired
or cubsequem c�nanges o�^ur� ne ns o rPs��lt o- thesP d f'�.�ences
No2e to S�bconirocf - l t:- � y�.� �ns . �errbl �t ol f.
aiign-rient of otrer o e�i�,�es w_. mcy be i stalle� by o�.��ei �des onc
which may net be �. to'�le at Ihe �'�. . ns:alla: o� cf �ou. c'k. All
'�,�b-r�.rtr�cto�s sholl e�iew ;ne nqr.rier �n wh ch tFeir wor , o� �ns o�
, :nto contecl wilh work oi �the- troaes. The Controclar and each
St�b-contr�cfo' sF.oll -ev o�l D6G�rents an-_ x��ll b= respprsi^.12 for
�n+e�rraJon cerla�ned al any iocaticr witnin the 9ocu�nents wh�cn oer!aias
tc thz'�r work. De^:cienc�es resu�;mg from �ai:ur= to de so wtli be rertroved
anC co�recieo a[ Contwdors e.pense.
P I c me SC 5 cnd <CnJl�ons 5hall be Ch � k ' rM I- d, bo'. , the
�xume ts - r�tl c� the jc� by each 5 b o� c o be�c hey . x e
w th h crA My arors. om ss s d s r� es o d t'c e s' cl'. b=
rougFt �- the atlen; on ef the Gene al ,, on�.:-a - p. e• to 0 ocee., ny w�.-,
,nE µ�r .�"he C_�ntrocto� =hol1 rot t, Ihe Cwnzr �'n wr.'ng for �esci�t on.
�
i
New Residence at
Cafferkey Residence
RE�E�vE�
JAN 0 9 2024
CITY OF BURLINGAME
CDD-PLANNING DIV.
1409 Castillo Way
Burlingame, California
APN # 027-174-070
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� ` � Qx��j o^ 'na _ - - ' Project Data
., qr . 9). - - _- _ _____- ____
ons ruc ion ours ,
� u�rson s� f e�e t i�nc'utl n_ atl de��� sh alter, o� Zonng R-1
I r�pa�r any bu Ic ng or structure cther than �etw=er ,he follow ng �nours ezc^pt I xc�;Cnty �-3 (S'�.nq'.e `ar���ly
� t�e case af - ge t ecess ry in 2ne nl 1 puol�, h It'� ;nd sofety and I ..well�rg w th garoge)
i ihen o,nly wilh prior w.illen apPrcvai from .�n_ Bulld'��ng C�fic�a�. whch apprwo. ��'�i'�d�ng CWe 2022 CEC
icll be grantetl �or a p��ioa net to <_xceea threc Cqs. Holitleys ere tne first j Constr�.:ction Type i-B
i d y of January ;he lhrd Vontlay of Jorua-y, LYe h'�ra Alonday of Feh�uary, �tor�es c
� th� lasl Monticy of May 'he fourth day of July lhe f�rs. Mentlay c` Septcr^.�er,l
th nc lAonday ol O�l b th �evenlF day ul N . b� lhz fourth �Lot Coveroge
� h- day �n November cr.d ' t -y-f.kF day of D b It the f rt �ay I(E� L t Area �,493 >-f
-. cf J ory, th=_ tourth day f J� ly ��he eleventh doy �� � e�oer, or th�
l�xe�ly fifth Coy oi �etember folls �pon o Sundoy the .cllow ny Mondcy s o �1 � R__d=_ re BL�Ge _ 1 6E'S � f
� � ��� i Lct Coveroge Perrenccce
I. �� � Proposed: 1,563 s.f / 5,393 sf = 3Cw
� Corstruction ha�rs per 6urlingar�e IAunicipal �ode Section I
li j Mox iot Coveraye .411c�wzd: -tC%
i Vcrday through friday:H4M !0 7P41 �
i�tu-tloys: 44M ;0 6PM � Floor Area Rotio
Sundcys cr�.d Holidoys: M1'o w�crk
-rst �icor / l;rorage 1,683 s.f
Cerstruction hours iii ;he Cily PuC'ic riyht-o`-woy ore limited to weekcays ��Q�d_F1ffoL.-_-_.....___ _._...._- 1� 73 = t
or�.d non-City Hal�day, oetween B:DO AM anc 5:00 FM. Totcl L'ving space 2,855 s.f
IMox Roor Area Rotio Allowed
I(5,<93) x(.321 + 1.1D� - 2.B�7 s.F
Sheet Index
-_. _. ._ . .._._._.. . . .._._ - _ _... _... _
Cor.�m n e nt of k by ony S b co t octo sno�i d�cate kno ledge
ard acceplu ic= of �,I ..ond��t.ons des..nbe<1 �ri ,t e Cocurnents o� ex sti.w on I ArehReetural
.rte which r.ould offec� the�r worl:. F0.0 Directory, Virinity Map. Aboreviation, Gen�ra'��
Neles. In�ex
All aimensions take p•ecedent over scale. Where. dimensions are not entire'�y
ciea� lhe Cor�lrocto� shall notify lhe Archilecl and reauest c'iorifcation. SU-i fopoqropnic Survey
pR4WING5 SH4LL NOT BE SCALED. I A�.� Block Averoqe Cdculction
� At.1D Demo Site P�.an
Ue:siure Pro;ection Curing Corstn�etinn I A1.� S�te Plan
Sl�.ould any special s�;ualions or ci�,rnotic condit'ions occur duri�^y � A�.Z Site Util'�ty Pan
r�strucfion Ihe Owner, Contrar.er and Sub-contrn<tors shalt so notice ar,d!
�mplemenl uny measures recuired to assure lhe p�oteclion of .malericls and A2.0 Area Calc�lalions
mblies. �.� Floor ?lanc: �rst F:oo�
The Cont•ac�o� shail take all necessary meas�res ta protect new o� evist�ng A2.2 Floor ?lons: Seccnd Flcw�
mrstruction o�C materia'�s �rom camage aue io weolher er any ether ��3 �loor Plons: Dosement / Garooe
adverse co�tlltions.
A3-1 Rco( Pfans
Any h ddPn Contl i o 5[h t qu re work io bc p forncd beyontl the stooe
ol the bu id ny permil'ss�ed .o� lhese plars moy iey��re (urther C�ty A4.7 F�eterc�� Elevulions
apprevals'�nc'ud'�ng review 5y tr.e F'�anning Commiss'on A4�� Extericr Elevctions
No ex_ t g!-ee over 48 ncnes n c;rc�mference m 54 inches from 6ase c! ti�� ,_ . -�Et�
tree moy bz remo�eC w�t�out a Pr�teN=tl Tree Permt frorr tFe Porks i ' � ' �".-
_v�s�on y8.1 Render.ng ���'��
� ^ L�
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h�y �erycling containers, debr's ooxes or �umpsters for lhe construcLon I �Of1l�5COPC\f
�roject ' il ,� plac tl � ��ne prvate rropc�ly, if feosible. as tl=t=rrrv�eA '�
by fhe Cumr wn'ty Oev_lo;�rn_rt �'-edo- I L'�.7 L�rWscape P�on: Veqetation
�, L1.2 Plonting P'ictur�
'he aroject shall comply w�th ±ne �ons;r�c'�on antl Der^�oft�on 7ebris I L'�,3 MWELO Ferms
'�ecycling Cr�inonce w�:ch requ�.res affeclea demoiilicr., ne onstruc.'�on
or.d o��ter�(ion �rojeccs to submit o Wasle fte0uction a�tl R=cy<-�ng plon eM �2. � Lantlscape F:�an: ���r iga[;on
mePl reQu�remenls; any partial or lull deRiclilion ol e struclu-e. interior or
e,ner o�, snai �eq�, deral" on permit Bosion Confrol
� or t hed I.ry lhe .�am^g nspect:on Ihe pro�ec' archtect or reside�fiolli� HAAP1./ Eest Moneqemen; Proctces
de5g�. ' � tl`.e ht L r�e=denlal Ces yn p�o�essoria', sha'i i
^ ovide an crch ;ecl � rt�f.cbon thel �he a ch t tural C t �I .,hown -.
the op�roved �=sig wn cn skou'�tl be ev'dent o-, (romir�.g, suc.� �s w ndaw j
locottcns and bays, �re b�l'. � shown o� lhe approved Flar '�:l cWc� ��.
ce'tif cnt on tl�cume : ng (r]m�r� Gompl nre w.•n cpP�ovec d�9 s' _I�. be I
�_ �!lee lc lhe Bulcng D�so� befo�e :he finol feam.ny nspe�_Lor stw'I '
e^schedu��ed I
�er SB AC� ([OG9), ai. ne� comp��a „ ume�.ng fixtures sha�'�� be -epicced '�,
w�th wo*e� conse�v ng f-xWres �i
Richord Terror.es
Dreilling Terrones Architeclure Inc.
11C3 Juani;a Avenue
Burlingame, C4 94010
Vcice: (6:A) 696-1200
rel:: (,550) 759-1211
Fex: (650) 343-9685
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Scope of Work
L`=mo ex s! n� . e_ .,ence
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Budingame, CA 94070
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SdwmoNc Updan Ob 07/41 /ZO'13
Ma.i�p SuMriiml Ol � 09/08/7093
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2 �0 noAxnlnd 03� Ol /0.5/101�
Abbrev., Green measures,
Proj. Dat, Index, Directory,
Legend, �cinity Map
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BURLINGHOME SUBDI VISION I Z � SCALE: 1 INCH = 8 FEET Q��
BOOK 9 MAPS 49-50 n�
W �
, e�ocK >> �� � Qo � '���
I o I 03 � mm
�I J� � BASIS OF BEARINGS
� THE BEARING, NORhi 34'56'00" EAST, OF HILLSIDE DRIVE, AS SHOWN
LOT 15 LOT �Z Q NNVOLUME 36ROFOLLSUMAPS PAG ST9-70 ON MAYI24D 201R, SANRD 25F'�NGDqiRLC.�
I I � � FORE7HISOSURVEYECORDS, WAS USED AS THE BASIS OF BEARINGS �� �P �o O
--� � m P A
I � 0. 51
�
� � BENCHMARK �9��F�A��F��
I exisnNc aes�oeruce �
I I ELEVATIONS SHOWN HEREON ARE BASED UPON AN hiE CITY OF
� � BURLINGAME DA7l1M (NAVD 88) USING CIN BENCHMARK 1014, A 2"
�pp.p � BRASS DISK WITH PUNCH ON TOP CURB AT THE NORhiERIY
J aioce: ue.a iyy,y : tzt.p INTERSECTION OF COLUMBUS AVENUE AND HILLSIDE DRIVE.
J I - - - - - - - � , i2y. • " �Z�'73 ELEVATION = 92.031 FEET.
� a -- 11PPER LE�1 --- q 5�Q
THE LID OF THE SANITARY SEWER MANHOLE IN CASTILLO AVENUE
:,: I � I RET.� p�� A�y M�� • ACTS AS THE SITE BENCHMARK N1TH AN ELEVAiION OF 117.88 FEET,
_�33. � I W (OLD LOT L1NE x I �
_ - _ -- - - -_ _- ""__ . - . _ . . . ._ _ . _. _.__ __. "
._- __ ..__ __._ - .._. . ___ -. _. -. '
CONCRE�E WRB ' .__ - - .T _ I
li E%ISTING GARAGE WOOD RET. WALL i , I :�. I O
� � I .- S 34�56�� W _'_'_'.". - _ 28 ._ - 12�/.89 120. N J4'S6'00'� � �}
I .84 1 7. 1 _ I 1
721 4
ry ' . .
: I Sz.-es - - �, - - - -- , F.,,=izgas"_r-. - -.-i3s�i+t- o �ss�o - � -'^ izi.zi - zs.00' -- NOTES�
', �• 131 2 t30.13 ' - -' RO�PoS x �, � ��� �� �.� � _ - _.� , BGT RELIED UPON A DOMA TITLE OF CA�IFORNIA, INC. PRELIMINARY ` a
I �� �29�`� �28.59x CONCRETE . �26'� pnMNev �� • '4 - "t a:4t � �Zi•2 71TLE REPORT, ORDER NO.: 55913-23-02284, AS T1TLE / ¢ Q
�' � i28.5 ' i 7� �. ,,,T� ' . 6.02 �p , 7 � REFEREN E NO EASEMENTS OF RECORD ARE MENTIONE� IN SAID L i -
�� � x,, �. tso.ot ise.2 z : �./ .: . -:�'��. , . �; i.�, '�T �._ . . . � (%' I REPORT. � �♦/� �
/ .� • 128.16 CABINET . � � � � O
� 'i�l '! t31 B0 �/ �/ �' a ' LANDS OF CAFZFERKEYp ��I � Fo�No r R�s �ao� PE. �n � . TANDMD Ix 12p.43 UTILITIES SHOWN HEREON TAKEN FROM VISUAL SURFACE EVIDENCE v, � ��=
�./'� � PLANTER ' � DOC. NO. 2O2J-O� 9HZV OPEN, UP 0.7', ANS �LY � � CONCRE7E CuaB AND SHOULD BE CONSIDERED AS APPROXIMATE ONLY. ACTUAL r, p � Q
� I o /� x �yg.47 /' !� �' �cor+cRElEss��� I • . �/ � a/ LOCATIONS OF UTILI11E5 MAY VARY. TRUE LOCAlION OF v v7 Z U
' �. / 82 / � I,ri U1ILITIES CAN ONLY BE OBTAINED BY EXPOSING hiE UTILITY. T 5
.�7.66 � 126.50 �/ E%IS71NG RESIDENCE "� ./ �� d� • I20.2 1g.67 � y � 1 1 1 O
� x � .�� /� ����� " a4� �, LOT � 3 Im �� ' i� " 723 8 ! / i2o.�5 TREE LOCAnONS SHOWN HE REON A RE S H O W N S Y M B O L I C A L L Y N' I N a m ��
'' � PUNTER I.. ,'W LL, I' ,�7 - - - �7 0. I � SYMBOL SIZES BASED UPON TRUNK DIAMETER AT CHEST HEIGHT, AT � >�
RIDGE: 142.8 > . % THE LOCATION WHERE THE TREE ENTERS hiE GROUNO SURFACE
I130.eSI 30.50 x 12g.56 /, � ---- ----"'TMRj27µ �; � � '�- LOCATIONS AND SIZES OF TREE TRUNKS CAN ONLY BE CONSIDERED � W � Z
LOT 14 � _ 5J.3 � . Irc � / � APPROXIMATE UNLESS OTHERWISE STATED ON THE MAP. TREES OF /A p �
= 127.35 263� �r Z� �Z��ea • ����� �; � TRUNK DIAMETER S2E5 OF 6 INCHES OR GREATER WERE LOCAiED V � O�
- � �,zzssx 'TM�sHao APN 027-174-070 � � � o ��' i er rHE FlE�o cREw. Q z � o
y %
�127.46 / � /
. 3� �C= .t2 - / x 128.36 / • 5.493 SQ. FT. 72ast � � -�
�26'9 YjB.35 I BaiCK � �w � I SURVEY PERFORMED BY: BGT LAND SURVEYING �� ��
� .�,���� / p�aNhR -� -/ �' o� www.bgtsurvepng.com O m �
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72 z x 7tg.oe DATE OF FIELD SURVEY: JUNE 1 2023 �/�
/ y �n_
� 1244 Q �- yJ
/ / -' � , ' 2.37 � . ._ U
I a / z t2a.5a % j' '.. .,,�� .,�,�.�!�i�; a:..:��._ tt9.3 tie. JOB NUMBER: 23-074
�P' / � 126.1 .71 �•126.0 � I , . . . li9 � 118.45 � W
CONCRETE � � x �y6.81 ' • Y �
'� 128.95 / �. � � CONCRE /. ��' � Z � /, Q
� . ' . NGOD � ' '�RIYEW Y s C�
y / /�� 126.2 A o • � fF GARRCE'�� f' �-. � Q �,J
z x 777.13 SH� 122.IG 1.t' a m Z
- � .(26 @I ,' CONCRETE
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'^ I o • 125.'21 s�'� 178.+ °' u� � � O �
12581 . • 124.6 / /' 21.5 it8.6 118.10 LEGEND � m
EXIS77NG GARAGE I i ��I :x .-8.17� � .x'�126.63 , e . i / 21.98 ~
. . �� � � � ��; CO ETE � � � ' � Oo � . _ �� AC ASPHALT CONCRE7E � � O
JP i2e.to . .-. - � -- ' � .^ . - - ��o•�- ^- / k i2i.e2 � i- - � � I BW BACK OF WALK Q
� J28.a5 - - -- - �� N CB CATCH BASIN �
- - - �* _� � _ . . . _ - . � �� i � � co � � � C/L CENTERLME Z O ~
55�,�M N 34 06 00 E /� ,�. t2z.4 ,� o S�eB CMP CORRUGATED METAL PIPE � Z V
728. x �p5.51 �22�67 G CAST IRON PIPE �
�
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10'ALLEY � � / % � // ol 19 � I �
c� / „Y ,�/ "12��� / %120 �� CP SURVEY CONBROL POINT O O
x tze. � � �� X" ( ., <� '`' I '' ol CPP CORRUGATED PLASTIC PIPE m a
_ � _ _ _ _ _ _ 725n� N 3a'S600' _ _ �D R. 127.% ",��. _ _ _ _ __- �� 77.86 � SION VAULT Q
__ __ _ E I23. A h. . •.�/ 11�:69 � 17.16
128. 8' ,-.- -'-_-.� � _ _ -_ .__ _`_ _-__ _ _ - ET. WALI � 50.03' _.,� . .
• � CTV CABLE iELEVI
-----� ..._ _ _ _ _ _ __ . .. .
CONCRETE RETAINING WAL.L FOUNO f/2' REBAR N1TM J - .� � DI DROP INLET
� I � PLASTIC CAP "LS 7551� PER EXI571NG GARAGE I MI�SSING)/ ERRCOR. REC.P�2831 I 3 . EM ELEC7RIC METER
EV ELECTRIC VAULT
COR. REC. p283� >»��} FF FINISHED FLOOR
I I I I p � ������ ty.eg,' n7.oa FL FLOWLINE
� I FH FIRE HYDRANT
GM GAS METER
� GRD GROUND
- � GUY GUY ANCHOR
GV GAS VALVE
HCR HANDICAP RAMP
I I I I HVE HIGH-VOLT ELEC7f21C
I I I I I INV. INVERT
I IP IRON PiPE
JP JOINT POLE
� KV KILOVOLT
� LAT. LAIERAL
LG LIP OF GUTTER ��.«o� raw ramsr
MH MH TYPE UNKNOWN)
I I I I � MON-MON MONUMENT TO MONUMENT DISTANCE o27-i7a-o�o
I I I I PBV PACBELL/SBC VAULT
PGE PG&E VAULT v,e�ee ru-
� PP POWERNPO�ETOR VALVE t�je2 DES�OTOKAVENUE
LOT 3 LOT 4 LOT 5 I SSCO SANITARY SEWER CLEANOUT BURLINGMIE. CA 94010
SSMH SANITARY SEWER MANHOLE
I I I I I
SSV SANITARY SEWER VAULT
I I I I TBM TEOMPORARY�BENCHMARK
oma� JUNE 2023
I I UNK UNKNOWtJ T1PE s�m%� 7� = 8�
MAP OF EASTON ADDI TION TO vcP VI7RIFIED CLAY PIPE
i ���., ���.,�: r
WBF WATER BACK FLOW VALVE
BURLINGAME N0. 7 i �+�+ WATER METER BOX �.a.� e, N.w.
WV WATER VALVE
I I I I I -CTV- CABLE TELEV1510N LINE R•""O"
-E- ELECiRICAL LWE
i i BOOK 8 MAPS 26 � I -G- GAS LINE
BL OCK V 7 -OH- OVERHEAD LINE
� -SD- STORM DRAIN LINE
-SS- SANITARY SEWER LINE
• I I I I I -T- TELEPHONE LINE 1
-W- WATER LINE SU� 1
Four+o z• eRass asu x�ni
PUNCH, 'RCE 20858', PER 22
� � � � OF LLS MAPS PAGES 59-61
I I I I BAN53� ��ECS _ _HILLS/DE DRIVE
- I +ot r+a. 23-074
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I i i i ���S.�MH
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; �-- � � � I,V; Wood �e^:ce and :ate max 5'
I � I I � ta'�I w�th 'attic=
25.-�"
Front Sctback
Loi S
1/8"=
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Site Notes
1. To{� phc �.nfor � t.;sed �e de -�gn ar.tl p semed'r �_s�
Uocuments hc=_ been ebta��ned =r�tir?Iy trom �oundory oM
toCog ph rvey orepared by th .� A. ht ars �o
re5o 5 b'�. ty f r ���u� ac� o' Ih � f �
. Ges g c n. rs anC dro ncye sh x re scn mal�c only and shoi��.
� not be takcn to r�present finol graaing onc droinoge p�.or,.
3. Refer te Floer pt�ns and Sect'ions for �II dimensionol i�formalion.
4. Existirg Icndscaping sha�.l be protecteC a iretl la pr_went any
tlurcqge to �'�.ant5 ond [reas u�l%s sxif�i?d fo� �Erc�.•cl i� .^lar=_ ur
6y P..�ner.
5. Exist�nq f'�nish grodes sho�l 6e restored upon completion of
� structic^ �nless cha��ees are sxcifietl in the Draw�r.gs.
6. The work za-e I'mits are s�Jwn on ;.^.e picns. The Contra:.tor s^nll
confi�e cll ecero(�o�s, in�lud��g de'�ivery of rraieriels, to the Work
Zar.e unless explicit aoree:*rent has been.rnetle with !�ne Owner.
'. Road y f�I be ,l d,.I f lr.ct on eq..i;,rmenl and
rnat als t rl�. me
B. The Co t a to s�� �I' ct-f� 1. odj� ce te o. ts end lFe Frope�l�
Own r oi cays wher de'�ve. es or otfer operoters rr�� mpact
as outs��tle the Work Zone.
9. Tlie conlroclor sholi mointo�n o clean work site. Constructlon deG�is
and � ate n� t Se etycl d.,ho I be remo�=� � o timely mo��er.
Cu.� t t. q�iy t d mafer ols cwaR.ng mslclbtie� sha.l be
sto� d. tl ly .... tnot reCuces both tlartace to mater ols
ond d �s the v sual impacl5 0' lhe work s te to the surrourding
e ghhorhood
10 Dust Contro rn.eo5 e5 holl be � 0- �ntetl a5 necessary. MeCsures
mcy i�cl�de wcte g pp-. al��o eF g �nd lreatme-�ts, placemen:
of r k. d y th , �, c� ed t- d� ..I m nnte
e d t.
17 The ��. ont .. �ib c' . q� t 15 0 tst fioo� and
J� -n In Jn.i r,..�. nr IF� h�,-4 ��=��n� w �. .� .,.=�lo.
----_—Typ. Ve. 9. F9 �r J.::c7recs.e i�
Jpen r��
Convete pew_rs mir�. 3 1/g'�n. thlr.k
((o� ven.cu.ar t�clficj
Curb / tc'ge re:�s�an( wi!h c�t�;u:s
� IEI�i-"���� 'm ae:aow droa�oqe
'� F'-� I I I I=�.1�`� �a
� i
; II I. ._� II '� B•dd'.ng � 7/. m 9 �n. o-d;:k
3" -=g� � lY�. P: . 6 yq, g. :e
- � � -d'}"---" . .
� � e o,�en �-ctle�
�� �.�� ,� � `y� i ._� ... a e ;r. � r �o��
� v, ` �-� ii�
�� � ���e�r� ueoie.iie � mP o�a sdas oi �2g@f1C�
� q'� �� �boas rMer/Zeyon�+ curb
I.I -- I I III I -- r .-��-.s,--... Nin. c. h.ck M1�. "G slor.e �' W�' Wate� Me�e�
� si�bM;s^ -
--- So�i suo^rode ,� Bac4flow Preventer
1b`eJ 2 3/Bln. tnic'+ pavers n;ry be uxC in pedes:���an vnd res'.de-�lial .� E � EI¢�tric 4eter
��,,��;�o��. —
va � . re�r�c.ress ��a :rtn � -�w— Co!d Waler Lire
. Yc. 2 stene nr1 D^ sub^.;-it'.,tetl w/ n'o..S or Noc^i stor.e
- ss ----- Sonitary F�wer Lin=
� Permeable Pavement - E — EeC=��� -�e
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Sdrimrk Updan 02.07/Rl/]01�
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Site Plan
A1.1
2318
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Lot 15 i
LoT 14
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Site Utility Plan
Lot 4
Lot 5
L� `LSSCC
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Rear Se.back ��,
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� I � �djacent E�isting - - �
i' i v�s Garoge
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Lot 12 �
Adjaceni Houre �,
UpperLevel ��,
l
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- - --z- , , v-- 290 sle�_�_ -v_—v �—�-s-' - � /�
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tiD—SU—SU—SD—S�—S�—SU—Sf)—SD—S�—SU � �
_________________________ —S�
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New �
4 Bedroom / 3 Ba. �___�
Main Residence �
(2836 s.f) i
EL: 129.C8' I
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Impervious Areas Public Work Notes
Locafion Descripfion . Area � A"v "-°`k �h �.y. t r y, � r-�,- et �- r.: �,�,
-- ---- --------- ^i,D�c e . .. �..ut ty ., en. . e ot tne ng,.t of-wcy ,::r�
Main residenee, � == v��=e�*emPa�sdeb��s �cx ornccnsfr etion porkirg i� �eq��i�ed lo
� Foot ✓rint A�eo ���. 1,9C6 5.f abta'n an En[•�o[nmc.�t 'r . rr.it prior to �tar�irg wonc. -
Garage, Porch '�.
=19'-a'
Front Set�ack
- . �equ�r<�enls re.o �tl to iss�orv_e cf Ci±y Encroocnmer.t P=rrnit, v�sit
- - ' --" the C ly of Burl �gome webs te. Wo k th t the benef�� af on
)�veWdy, ' I _ncroochment perm t w II �e cho-� d d bi '. e perm t fee it is the
Foo: Print /veo i 1,33u s.f I �en''s res y;c o pctt '
�a�kWayS, PO}IO ����, �, -VV pons'b'I', bta n �I' req� red aerm is. Fo�ta y�
� ' ., nct aliowec te be placed ir�. [he Ciy right-e(-wcy.
. FJework within City righ!-of-woy stw�.l -,ompiy «�.th C�ty Stondards
� and Detalls. Stontlartl De-�is a�e cvailoole ot :he City of 6uni�arw
P etl i s 3,136 s.f 'Hebs�;e.
ropo, mperviuu , 3, Public Wark Censlruction heurs in �he City Public right-o�-way ore
4reas . (57% af 5,49d sf t=tl to weekdays a d o City Hol�.days bel een Bom and Sprr.
�, �. �O'� ncludes censtr� t' h�I ng. i oppl o / controclor w' es to
, k beyond the ncrmnl st ct �.� orver of wor:��nq �iour
Fire Division Notes �� oe submitted to the , �b��c wo ks .epa lmen, len ('Oj days ir
�tl�nnce for re�iew anc app�o.al 6y pub�ir. works ond bu�lci��g
1. ?roNd� o firz sp��.nkler Sys!em ;�rn�,ghoiit huil;iinr. F'�re sprin+-er depu�lrnent.
plars shall Ce submitted �r�der s=perote perri����. [hrouyh ;ne fi�e q, Per Municipal Code section 18.08.09�, no storm water or
department fcr approvai prinr tn �ns�aiation. „nderoro�ntl wa!e� dreini�g trom ary bt, b loi�G, or paved areo
2. M�nirr�urn waler �me:e� size sholl o:�omodote bu:n comestic and �oll � ol�owed to droin to adjacent qroDe�ties nor shall this water
fire sprinkler system de.mand totats. ne con.�ected to the C�ry's wa@ory sewer system. Regord��ess o! tre
,,. -�re flow snol� meet fir= requirements o! Ccl'�*ern�a Fire Cctle s�ope of the sourre prc�er.y, suc"� woter shol� d•cin to e::he� ortif�c�,a'�
Apend':+ B. Fire ".ow far residentia� 6��i�.dings �.ess thon 360C sq.ft naturol s!erm drei�ege `cciliti=s by y^ravity o- pump�ng.
shel� be crovitled at 1.G00 gpm uniess protection Dy a� 5. AI! woter !ine co^�nec;'��on, t� City woter mo�ns `cr serv�ces or fire line
auLomaLic fire spr�nkler system �hen il may be reduced by 50% orotection are to be Instolled per C�!y s,annard procr.dures ond
conroct B�rlingame Fn�inePring fMaertment. moteriol specilications. Cantacl Cily Woler Uepo•lmsni lur ca nec,.o�
fees. If req��re7, all fire s ces ond s^rvices 2" and o r w�,ll h=
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Porch � . . , �
C ',:d8. �� i �C7G si � `o
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��;'�`t-_-sx:-�'�=�x=�-� �H -�-.+��= OH _ .. " a��.T_._ _ _N34'5c O�C - � _, _—� . . e .. _.. ... _..— �
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10' Alley .- ___ (N) - �e�tr��i Po�ei io�o;-o�. T
Coor;mote wth PG&t for (N) I
sery ces i
Adjacent Exating
Garage
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Lot 3
�P f. l.r- ara �pe ol has ..t
� b , t rewi g wa:l
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� ater rt�tcr � �cl�c>
L , t
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�(N) Storm �ro n catch bosin ol V
: �3) Storm �Jro r outlet holes i^. foce � �
II i o c�rb
� o �
wl�. ol�
i 4-5=�_ �� �JSSMH ,µ.
Abantloned wo�er „ervce ne shall be
tl�s�enecl=tl a'. lhe mcin, ond cer c�ty
requirmerts. N=w 5ervice shc�ll Ce instcl'.etl per
c�ty requ�rerw�ts ond ��a encroachmeni permit
nsl�l'ed �y O�ildFr. ,411 ��r�Cer_rowd -�.re service �onnecli,ns sholl De
submilted as seDCrote l:nCergrounc Fire Servic= permil `c� review cnd
approvcl.
6. Sewer Bockwaler Proteclion Cert'ificolion �is req����.red for the
�nstauotlon nf any new seNe� fixture cer OrAinaace No. 17�0. The
Sewer BaC�ewuter Pmtec[ion Certificale is req��ired prio• to ihe
�Gsuance o� 3uiiddng Permit and Me Dockwoter cevice must be ploced
�n privote prCcery. .
. The scnitary sewerlotero'. (�uildinc sewe•) sncl'. be testetl rer
Ortlinencz Coce Chapter '�.5.12. A enc�oac�mie�t per �; tor tne 5
:.atera'� Tesl is req�.;ired. A PASSEC :ewer lotero� [est certifcate musl r
�c i., place prior ro finol cf 5u�lding Fermit.
8. he san tury sewer lat -- the accessory dw II g ,-t stioll be
ronnected te the exsf .g I t.cl or� pnwte prep� y stle per
� c��pd cede 15-08 OSC =_uG�.ate�ol �o ,�e r, er i,
=erm�tted
9 �� he pro�e t sh I orfply th �. e Clv s uVDE� perm t reeu rements
to preve t t ��ote c I ��� n. AI, t t�. k ho.l 6e dc^e
. cord th th o t rren� APWA ACC St tl d
Specfc , s(or . ub W� Co^ t t tn C I��o -
St water puo. ty Assoact on s St t Aest Mo ag ns
t'ce Hend�ook, und thz C ty o` 3� I', g Sl �� �
V� genent ond �sch e Co t o� 0 d (N� c:pol �o:e
� h pter 15 �S) a copy f th tor . a(e Co. sl f'e . Nest
M�agement Pmc*ce . be f rd t http�.//w fl sm6ay c�g
Upo compieton c1 the •k I. t te p ote to easures
shall be ent rely remo ed �.d 'h gY � f y shall be left �� os
cresentcble a cor� t o. a t d �. f k_toNed. Pleose be
„w " t d ��g n[ .ths (Cc b 1� t 4p � i5th)
cpplrc�n � t to s bl t. _ p � t t rmwater
�'�et G�o � t o dev ce( �d7 /f t / t.) ' lhe p b'.- gh: of
y te preveM fiood'ng ��. g n � d r t li d es o�ce
the oin evenl ends AI p o-e oro ry sto �ote c otect-o �
measures must he protected _nd -_pa red efte- each re n event.
1C Ali deC�=/garWge conto' locat �. h II � p op��ty In o
S��ot o� n tr t t p s bie � _n . i a ��s
r,qu re� f- P p', �,y ,� �p r�m _ f pior�.ng - b:/yorDage
^on' -ne . p b'. nght --y. N t g lwge (lu tl sFall enter
aubl� r h o! y a ih ��� � tl . ry t m
11. ; s the p b,l ty f th ��wner o. c/J co t octor to not�ty
Jndergrou d Serv�c 4,ert (U_4) ot t 48 h�rs betore the start o`
y C O 0 k
1�. � F rm ,t t tu s( t ng II � colurrns, rm�lboxes,
.t ,� I b � I�� � j d t' prcp rty ', .. �nlo ;he puCiic
n er y. ^
1. Thc ces 3n ann �stali t � o the � re sery ce re shoil fo�low C ty of
B I ngame Water Sys Stondortl Spec f�cot uns ond Stcndard
D w.ngs and d rect o f tFe Wa�er Yord
14 dosed on the scop= of o tF s s o'Type i' cro�ecl lhot req�ir�s c
Stormwoter Ca�struct c P I:u[.o� Preve�t�on Per t. T� s..ermit is
eq ea p t suonce ot o 9�'�tl g ermt n- 1� I f Id
. p- l ' q�-eC p-�ar lo the sla.l ` ony co s: uc.�on �on
vntr p p.Hy .n tre pu'o' c r'ght o wny),
15. ror p�oj t [ B.� g Ploza Brcodwoy, and lhe Buri ngame
downtow d t t; c st �c'-. on tn ;ne publ'c r g�t of way �s
proh brtec ..ur nq the hoi day _hopp ng ��noroto�i_m penod. from ��.rs[
Saiurday cf Nevember through the fi�st �oturd�y af;e� new yecrs tlay.
16. `or dow�[owr Burl"ngGme Av=nue prp;ec;s. C9r Cily oi ��rli.��ome
nic�pal cotle 1[.05, any werk wit'^�in lhe publ:c righl o` xay shd�.
Pqu�re opprovol irom ihe pu��ic workt deonrtme�t anA sjncll cunply
with the (ollowing specicl cond'�t�ons, saecificaticr.s, detai'�s, and
cnnstructions mo.atnrium.
1 7. For projec:s f,cing E' Camino Reol: Any wurk ir� (he callruns rigti; o(
F g y an'lery sewer u.ol co . lo a�a -
�-- i i t II . 4 i�tero� ona wy t t- ' �.vay. suc� es stre=t o d��tl a k a q�re� t bt :n an
I �IN ey 4b d� tl sewer loler I . II be � ectec 'r.cro.^.hrt�nt cermit f o � Itron p o to ta't � . k. li �s :n=
a..e mo. and per cty req�,iremen,s =Pp�ccn�s %spons�b�l y'c h- in cl'. u etl �e ts.
. 1�. � r new s�nga `an��ly cr su�stentia-�. re�nodels �greoter Ihan SU�
�� .emode;/ odditiunj: show on the site plun -(11 ReUlocemenl of oll
� curb, g�t�r,r, driveway and sidewalk (ronfing site, (7) plug all exis!��ng
'. er loteral corr. ons ar�.d instoll new 4' o o" lu.ercl Lo sewei
�'� �, e�.uding -«ye, (31 new xater serv��ce to wotr.r mr.-er, ona wnec
�, I �p0lixble, (4) wo�er I�n>s obove 2" and �I� ��re s<_rvices ot any s�ze
'�. �', RoOf Dfolnaae: �I io be ir,stall=c by aGP��cant and per c�ty sla^cord prccedu�es cntl
��� Ij specificctions.
Refer to Root ?I�n for �il new downspouls from Rou`. 2C For rertwCel projects (iess lhan 50% remodel) Al� damooed ond
i Ail Oownspouts shail flow into new londswpe planling nisplar^tl curbs, gutter, sieewalks antl d�iveway aoProoch front�ng s;te
J� o�eas. AIl �andsca plantin
pe g arms ore slaped wilh wsl be reolaced p•icr lo finncl of bu�ltliny pe�n,i!. A pre �nspeclion by
sufli:ienl qra�e io ma:ntion droinege wilhi�. lhe , eublic works o� i'^=_ ronai;�.on of !he sid=wa'�k is recommend=_tl, buf
I G'Operty. .'OI reGUired. HOw .. o pr¢-. eClio is ,ot �OnduCled. !
' cpplicant / contr� tor wa'�ves thes �ght �c :on?esl the lim�.is of lhe
' ' repo: , c�used �y :��e construct:on octi�it�:es.
21. i ront londscape (hardscace) �mprevernents that are not shown on he
I, Storm Water MNiqalion Measwes: I p�ons, inls w'dl be subject to a publlc wo-ks Inseectlon pn5r to
7uilding permil "�na' to con�:rm ihol no encrocchmenl ex t�.ng beyond
��� 1. All downspauts =hall arain lo plant'inq oreas. lhc property line.
i_- My ^.ew pavina shall be sloped to droin inlo i
1/8"= 1'-0" aia,i��.y oreos.
I 3. No tl•ainoge s^all tlew tc cOjocent properties.
<. Corstruct drivewoy wirF, permeable po�ement
n
n
LW I W�er Mete�
�B �� Backflow Prwenter
'� E E�x?ri< 4eter
-Cw— Co:d Wa�er I ine
-ss— Sonitury Sewe� Llne
_ E_ E,�-.�� _�e
-so— Storm Droln I ine
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Sdrimxc Updoh 02 Q7/21/4023
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5ite Utiliry Plan
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Ovnrr R�vinr Ol, 06/19/40'13
SdwmaNc Updvla 02 07/41 /2023
PloNrq Suhmmo101: 09/D8/]0Y3
PtvNnq nwbmind 07� 11 /3/4(143
Plovinp mubmitto103� 01 /0.5/Z02./
Floor Plans:
Area Calculations
A2.0
2318
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Floor Plan Notes
CoorcArwte in Fldd . aJd��t«.t tor an ��e, n�c� �«�o� �o�
etown, and fw criticol olignments W openings, trirre and rrillwork
All d'imenaions g'rven toke pracedence over scole. CoMrattor sVmll rrot scale
drawings to determine dimv�sions withoul consulting Nith the lvchitect.
Incorrect dlrtwnsions and rnuttirg convtruction defldenGw due to scalirg
of Documenls by tha Contractw are the ConUacla s �espontibilily and
requlred corrett(ons will be perfam�ed at the CrnRractors a�aise.
Critical olignmertts may occur between ilems instolled by dHferent trada.
CoMroctw to note all auch itema ond notity affected Vodes. SubcoMructora
sMil review Documenfs orW identlty all such items thot offect their work In
ary way. CaRrocla sMll rev(ew oll dimensiw�s for accurucy prior ta
cor�siructlon.
Dirrienaias g'rven are to foca M slud uMess othawise natad. VwiNions
intlutla:
C : CmrtMirre
FOF: Foce of Finish
Cmtractw ta coordinote framing to ucoormadole rxesved fintures and
other itemv with criticol locotims
Repeating itms or assertiWia moy not be notetl or dmanaiorwd al all
Ixotims whera repeYition ie obvious.
Refer shucturol detala tor locution of epedal tloa ond wa�l tr�ning, epeciol
cannecUorrs.
A�eeivea. aedonts, mid caulb uxd on the project sholl idbw loml ond
regionol air poluNon a air qudity monagemmt tlictrict standords. 2072
CGC xc 4.5D4.2.1
Eicterior beoring wolh less ttwn frve feet trom the property lirie wi�l be built
d one—hour flrrroted constnxtion. 2022 CRC Tade R302.1(1) $ w 2022
CBC, Toble 602)
Prwide posittve dmfrwge for dl roof surfaces. Provision ehall be tested 6y
appllcaHon of rmtar ut all areos.
Roof aholl be installed per Roof Alonu(octurer's standards aich t7wt atl
,a.enues «e mofntunea. canno�.tor �,on note urry cannict� netween aoar
rrprwfodurers iroWctian5 ond reQuirerroMs a thase dru.inga.
Raofi�g subs[rate, Ame s�eets ond any installed componer�ts aMll he fully
potected from subsequent croslruction octivities until completion of
welect conhxtor sne�� provide terrporary procxtlm ror a�� Ioot
carponents wheie subsoquant �wk may accur.
Conlratla sholl pfoteCt all rOof cornponents frOm �pOeuro to BuMi9ht
where such exposure may domage materials. Inatdlotion of feHs or bose
sheete sholl be mvered immed�ately by either subsequent roof loyera or
protective rtwterials ta wdd expnsure to sun w general drying of materids.
cmlractor ahall tuiy �eol all roof penelrotiona per roo( manufaclurer'a
spedflcottms. P�ovide floshirg, couMei flmhing, capirg aM reglHs os
necessary to msure positiva drairage acroes oll surfoces. Guttas ehall be
fuly soMered.
Fre sprinkler plona stqll be submitted undar aeparote pamit through the
fire departmeM for epprarol prior to instWlotim.
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Floor Plan - Second Floor
1/4"=
Own�r R�vlrw Ol � 06/19/2C13
se»�wn� upa�e. ob m��, �xi�s
rb.�� s�eMna ot� oq/oe/mr.�
Flwiiq ru6eYlwl 02 11/3/]II]3
Pla.:rp rakmind 03� Ot /OS/�1
— New wood / fromed wall
New concrete Wail
Floor Plans : Second Floor
a�nw, .�a wai (s/e• rype •X
��a s�d� ./ �/e' ri�o mrt�,;o�
—•• —•• — line or abJect abaue
A2.2
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Floor Plan Notes
Coo�nu[e in Fleltl w Mchitect fw all trims, Tixtures & accessories not
shown, antl for c�ftical alignrtrents of opanfngs, lrirra ond millwplk,
All �mensfons given take precetlence wer scole. Controctor shall not scale
dmwings to determine dimensions without cnn5ulting with the lvchitect.
Incorrect tlimensions and resulting const�uction deficiendea due to xolirg
of Dacuments 6y tha Contractor am the Contractor's roaponsibility and
required cortections will be perfomed ot the Contractor's expense.
Critical olignments may occur between items instolled by dit(erer�t tmdm.
CvMroctor to note all such ite�ns and notity offected tmdas. Subcordractors
shall ievieM Documents and identi/y all such items that affect their work in
arry way. CoMroctor shall review all dimeneiuns for accurory prior ta
construetion.
Dimensions given are to face of atud unlm othenvix noted. Variotions
includa:
C : Certtedine
FOF: Foce of Flnish
Corttrador to coordinate (rartrng to occomrtndote recessed £�Aur's and
other fterre with critical Iocatlais.
Repeating iterre or assemblies rtqy rrot be rroted or dimensioned ot oll
locotions where repetition is abvious.
Refer stnutural details for lorntion of apeciol floor and woll frortting, spxiol
C.NIIIPt�IMS
Adhesivp, sealonts, and wullo uxd on tha proJect ahall follow locol ond
regional air polution w air quality rtqnogement dlstrict stondards. 2022
CGC sec 4.504.21
Exterior b0oring wolls legg thon five feet from the property line will be built
of orro-hour fire-ralm construction. 2022 CRC Toble R302.1(7) � or 2W2
CBC, Toble 602)
Provitle positive droinoge far all roaf suAaces. Provsion shall be testetl by
applicotion of woter ot oll oreas.
Raof sholl be iretalled par Roof Abnufodurei s starWardg euch that ail
rarrontio me maintained. Contrvclw ahall note arry contlicts betreen Roo1
TpnufOttullf S iR3�tIiCIiMB Ontl IBQuiIBmEIIU Of U109C tlfOWilf j4.
Roofing subs[rale, bose shaets anE ony inetalled components sMll 6e fuily
protected from subsepuent consiruction o[tivities until completion of
project. Controctor sholl provide temporory proteclion for oll roof
components where subsequent work may accur.
ContraMor sholl protect oll roof tomponents Irom exposure to sunlight
wherc such dpmure may damoge materials. Installation af felts or base
sheets shall be covered immetliately by either subsequent roof loyere or
protective moterials to avoid exposure to sun or general drying of moteriNs.
CoMrMq slqll fully soal oll roof perretratrom par rooT mon�faclurer'a
specificatiMS. PrwiEe flashirg, counter fln9hirg, coping ontl reglet9 os
necessary to ensure pwitive droirroge ocross oll eurfoces. Gutters shall be
fully soldered.
Firc sprinklc plons sholl be submitted under seporote permit threugh the
fire department for opproval pnor to inetoilation.
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— New woad / framatl wall
New concrMe N'all
��,� one-Iwur ruew wou (5/a- bee 'x'
interior a7des w/ 7/8" slucco exteriors
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Pla�dp SihmlMd Ol � 09/OB/2073
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Plu�inp remh�eNM 03� 01/OS/]021
Floor Plans :
Basemerrt / Garage
A2.3
2318
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Closs A comp shing
roofing throughout
Domier roof — see
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1 /4" = 1'-0"
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Nevatioro
GSM gutter, painted
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Clws A cortQ shirgle roofing throughout
Domer roof — see elevutions
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Roof Plan Notes = _
All rooi moteriols shall oll be port of a specified roof� system os defined -- -
by the system mow(acturer spacifieE. Ail rtpieriols shall De from o sirgle = �'�
eource aM shall be assernbled and ir�tegroted as speci(ied. by the = U
manufacturer. In rro cox motenals be subsituted which are nol listed in � ��'' ,9�
apeci(ied manufactureer irrformation. _ ' — � n —
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Provide positive drairwga for oll roof surtoces. Provisiore sholl be tested by =_ ��,n
application of water ot all orem. `° ' �—� �
Roof shall be iretalled per raof monuTacWrer s standard such that oll V
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wanontias are malntolned. Contmdor sholl note arry confllcts Eetween —
manufocturer s iretructlons ontl raquirements of thex drowings. (
Roofing substraie, busa sM1eets and arry installed components shall 6e full
protected fmm the euWequent construction activities until completion ol � oo U
prqect. Controclor sholl provide tampomry protection for oll roof �
twnponents where subsequent work may octur. $ F� �
Cwdraclor sholl protect all roof componmts from ncposure to sunlight §��
whera such sun exposure may dartwge matedals. Inatalatlan of felts or bose m
sheeta sholl be covered immediately by eRher subsequent root layera or CO
protective moteriols to woitl expasure to sun or generol drying of moterials. t
Contraclor shall fully xol all roof penetraHons per roof manufodvreers F� �� �
specificatiore. Provide floshiry, courrter floyhing, coping on0 reglets os �?� �
necessary to erisure a positive droinage across all aur(ates. [ u � c
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Provide gutters, rafnwatter leaders ond doWn spouts. Integrated gutters sholl •� �s+ ��>
6e wnstructetl in simmilor fashion. � ., =�
Gutten sholl be fully soldered and eholl be fobriwted in minimum of 20'
lengths, ar aingle plece lengths if less thon 20', to reduce tha num6er W
jdnts.
Roofs shall comply with the requirements o1 xctlon R337.5 and R902
inclutllrg:
R337.5.2 Root cwerings: 1Mare the rool pr�le allows a spoce in
belween the roof covenng ond roof decking, the spaces shall be
constructetl to prevent lha intrusion of flames anE embers, ba fire
stopped with approved moterials or have one layer of minimum 72
pound minerol—surtocatl rron perforvted rnp sheet rnmplying with
ASlM 0 3909 instolled over the combustible decNinq.
R337,5.3 Roof wlleys: Where valley floshing is InstalleE, the Fl�ning
sFroll not ba lass than �.019—irrch N0.26 qage galvonized sheet
cprrpsion—resistord metol �nstalled wer not less thon one loyer of
minimum 72 pound mir�eerol wrfacW non paAorote0 cap sheet
complying with ASfM D 3909, ot leust 36—inch—side running with full
length of the valley.
R337.5.4 Roof gutters: Roof gutters ehall he piovided with the
rtieare to prevent the occumulation of leaves ond debrie in the
gutter.
Roof s�all hove a roofinq ossembly installed in occordante xith its listing
ond 1he manufactureels iristailotion instruclions.
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F.F Second Floor EL: i139.08'
��ate EL ±138.08' .. _
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� iight w/ obscured gloss ,�-
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Avg. Frant + Rear EL: t124.05'
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,t Avg. T.0 CurU EL: t1 :9.86' �
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Exterior Elevation - Front
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� i.0 Flnte EL: t138.08�
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_. T.0 Pl�e EL, f 138.08' �.�r
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T.0 Pla[e EL t738.08'�
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Avg. T.O Curb EC ±? 19.Bfi '-- �`� �� -�- i� I
"�— " " " � Guardro�l set at 42" cbove f7n�shed Basement in bockg�ound 92 yD� 8�� YP L.2 YP. 6.4 yp. 7.3 .ryp.
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2 Exterior Elevation - Right
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Exterior Elevation Notes _
R+ floo plons for oddtonal aetal references
, R f f p� ns for roof deta I cal�o�ts
� R�. te plon drow�ngs for groo'ng, dr� n�ge
C � d ate i ation o- al' items snown on these ele�ations via the floor
plervs to e�sure proper alignmen;s. Many :tems arc not dimens:oned but
ce.'n expl�'c�t relationship La olhe� ite�*+s (such as efgnment o�
nterlines cr grid lines.)
The cunlroclor shall y¢�ome luliy �amiliar witn lhe overall p!ans to ensure
ttrot items shewn on the exterior elevatiors can eccur where intendetl.
oordinotion moy reGuire early consideroticn o' exterior eiements iong
befere work on the ex;enor port ans o( the bu idinq occurs �4emoval or
I repair of ony �tems nct properiy coord �a2ed sholl be peAor d at rw
xpense to the bwner
Coo-tlmate �otohons of all I gnt f xtures, ele[trical equipment, olumbing
equpmenl nol shown on lhese elevalions.
Ail pre manu(actured eqv pment rtwy vory'rom these eiev� ons bosed on
changes n protluct des gn or rtwwfoctunng. Shou�d sucn var a� ons occur
� the Cenlroclor stiall no� fy the Arch tect within a reasonable t me to ollox�
for e t mely resolution.
AI. ex:er cr surfoces shali be cieanetl ond painted.
Mointenonce Notes: Ezteriar f�n�shes shall be cleaned and/or reploced
regularly by liwner. Paint sholl not be allowetl to crock, peel ar otherwise
foii in any wuy withoul imrtreJiole replocement.
Wiaows shall be clecred artl ma rla ned by Owner per mfr's
recammerWol ons.
i,secc dee�s (swd� weos, e<<.) :nau ee .emo�ea �ey�i��iy
Londscape �mgat on sFall not be ol owed to sproy on ony portion of
strucWre.
�ownspoufs ontl splcsh Dlaks shall be adjusted so that no weter splashes
onto slrudure.
Siope an finisr. grades awoy frem structure ot 27, tor min. 78" to swole.
� Pr�posed �,ight�ng to meei ccde section 18.15.030 t�p,�p(G). Te cone of
the light a�c or/glore from the ligh[ing e�emen; is kept entirely on tn=
preperty or b¢fow the top ol any fence, edge or wall. All ezterior liohl�ngs
ou!!ets ano'izNres sholl not be iocated rtwre than nine (9) feel above
adjacent grotle or req�ired IoMing, walls or vort�ons of walis shall nol be
floodlit; on:y shieltled lighl fi.tures wnich focus light dawnward shall 6e
ollowed, except for iliuminoted slreel numbers reyuireC by lhe fire
� department.
Notes
Descr�pl'�on
)ivision 1 �
illipn as n�
Comp-A sn;ngl= Roo(
GSM Gutter �
GSM Downspout
Insulot on
Division 8: �oors Windows
or
Jew light-moc. 40w equrv. downcasl
Ind'cotes Egress wmdows thot mee[ tne requ�rements of the 2022
Cahfomia Res'den6al Code (CRC) Sec 310 ncludmg, but nol
limm�ted ta the fcllow ng�
1 u n operi�o orec = 5.7 s.f
2. $iil heic,ht no more L�an �-4 inches above lhe floar.
3. Min. opening height = 24 inches
4. Min. openinG width = 20 inches
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Sdunwlk Upda� 02 07/21/20Z3
Ma�iq SihniiM 01 � 09/OB/101J
PIuKp �uL�inai 0], 11 /3/�073
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F�cterior Elevations
- A4.1
2318
T.0 Rid
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F.F 5ec
�.0 Flo'
� 7.0 Ridga EL: f1�3.44'
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F F Second Floor EL }739.08�
�T.O P:ate EL: f 138.08'
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1 f,F First Floor EL t729.08'
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�,�� � � F.F Second Floor EL� t139.08'
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\� _ � � '. T.O Piate EL: tt3d.p8'��
\ � —.}i-e. � . . .. .. .. �i
�3
� � � /^�o� �
�� �� � � � �
o I _ i , I _ /� I T.0 Ridge EL: f 135.58' ti
o � � '...� . . —r�i
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� - � � � , �
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TI I �,.,, II N
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I � � I I ��
I i � I I I � I II
� � I il
6.6 � 8.2 i 2.2 6J 6.3 8.2 3.2 16.1 9.2 � � I e.l �
i ii i
i i i I
I� line of (E) grode / � � � il
� I I I
1
� � � � I
.. .. .. � .. .. .. .. .. .. �
Avg. T.0 Curb EL: i119.86'
�— .. ..
� Exterior Elevation - Rear
� �
I�'� � Avg. Front + Rear EC 3727.85'
� � z., �_ .. .. .. -{�,
i�'� F.F GorogF / Basem=nt EL: s120.08' .�
I.. .. . —�
�
�
_ Av�. T.0 Curb EL t71�.86' ,�
-. . —�
1 /4�� - � �-0,�
u
T.0 Rltlege EL: 3153.14' J,
.. .. � ..
7.0 Piote EL: 3147.08' r,
F.F Second Floor EL �739.06'
.. T.0 Piate.EL t�38.08�
Hordwootl Floorir�g
Tile Floo�ing
Division 16: Electriml
New licht-max. 40w eoulv. downcast
�l
�
,� Exterior Elevation - Left
L
1 /4,� - � �-0��
F.F Flrst Floar tL: tf2g.08' .,
. . .�
EF :orage EL t120.00�
Avg. TA C urb EL: i 119.86' A
.. .. — �
� 6cterior Elevation Notes
I Re+er lloor pl�ns to- oddit a cl deta I e" -Ences
Re�er roaf p ans for roo` det I I� t
Re!er s-te pian d�aw �gs for o otl g d o n�ge.
Coo�d nate iocat'on of all it , hown on lhese elevat ons vio Lhe floor
plens to ens�re proper al'gnments. Nony tems are not tlimens o�ea but
expl�,c t relal onsh p to other tems (s�ch as al gnmenl of
centerl nes or grid i nes )
Tne controcte� sho�l beco�ne (uliy �om�lio� w�th the weroll o�.ans to ensu�e
lhat tems shew� on !tie exteno• elevat ons can occur where �rfended.
Coor��notion rtwy %quire early consftlerofen o' ezter or eiements ro�y
before work on the ererar part�ons of the Cu Id ng occurs Rennvol or
repo r ot any �tems net propery coordina[ed snoll be performed ct no
e.pense to lhe Owner
i^,�prtl'note iocat'ons o` a.l 1'gnt f�xtures elxtrical equ pment olumCing
eqw0�+� �ol shown on these elevotans.
Ni p�e manutactured eq., pmert rtwy vory `�om these e ewtions based o�
chonqe=_ in protluct des�gn or mon�facturinq. Shouid sucb voriotions ocwr
the Contractor shall notify the Architect within a reasonable time to ollow
for o timely resolution.
AI! euterior surfaces shaii be cleoned and painted.
Mc7n�enance Notes &ierior fln7shes sholl be Ueoned ond/o� reoloced
re9uloriy by Owner. Point shali not be ailowed to crock. peel or otherw�se
fail �n any woy wi[hout immediote replacemeM.
Wntlows shcll �e clean.ed antl mainta�n 7 by hvner per mfr.'S
recommendafions.
insect debns (spder webs. etc.) shall 6e •emoveC regulorly.
�ordscope imgoton sholl not be onowed to spmy en ony portion of
slruclure.
Downspouts and splesh blocks sholl be otljusted so that �o water splashes
onto structure.
Slope Qil ( nish qrades away from structure nt 27, for min 18" [o swale.
Proposed ightng to rtreet mde sec,on '8.16030 e�p 10(G) The cone o!
the I ght a�c or/g ore frcm the lighhng e ement s kept ent rely on tns
proxrty or below the top of any fence, edg al'. i.11 erterwr ight rgs
out ets ana ' ztures shall not bz �,ocated mo thon nme (9) f=et o6ove
a djace� l gre d e eq �e d I�n d.ng, wo l ls or por t�ons o f I. ha: l no( b e
(loodi t, ony sh Id C I�,ght firtures whch focus light da ' d shall be
allowed, excepl f I' mirated streel num6ers requ�reC by lh f�e
department
Notes
Descr�pt:on
)ivi n 1:
UI'iqn os irn
New tinished grode
�ivision 3: Concret
New wrcrete drivev
hew concrete londr
Nr.w ccrcrete slob
New cencrele stairs
New Cencrete wcl���s
� �
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g �rn
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IrM�cates Earess windows thot meet !he requirements of the 2022 Ownv C�+bw OL 06/19/4043
Cali(omiv Res;dential Code (CRC) Sec. 3101ncluding, bul rrol
r��ee to tne ioiiowing: Sdrn�a�k Updar� OZ Q7/21/]0�3
1. Min. oF=ning area = SJ s! �Y�01.09/0!/]7!3
2. Sill heighi no more i�an 44 inChes Obove the floor. pb� �y�ryp� 0211�3/]023
3. Min. opering he�ght = 24 inches
4. Min. opening widlh = 20 inches pq�p�dp3�p��ps�9p].�
Exterior Elevallons
_ A4.2
2318
n
0
J._?.O P�a'.e EL: t�34.66'
��- ..
.� F.F�asernent / Gamge EL t720.08'
,T.� 0 Piale EL t147.C8'
r� F.F Second Floor EL t139.08'
. � T.�Y' 0 P�a�_E� f;39_08� .
r, F.F Rrst Floor EL t129.0A'
�T.O Piot= EL: 3128.76'
1�— . . -
1�1
�
i
0
. T.0 Ritlege EL 3153.4i� �
• ¢
� _ T.0 Plate EL t1A7.08_'l.
� ,
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_.� EF Second F!oor EL: t139.G8'�
•• T.'J Plafe EL: •-138.08� t
— .. � — .. . .. —�:.
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�
�
_.. � EF Rrst Ficor EC t129.08'
• • T.0 Plote EL: ti28-i6'
____- " - ___._ ' — _.___ .. _ ..
I
��
_ � F.F Basement / Garage EL t120.08' �,
---¢
(Y) Drain s�ooe 7/4" per ft. � I �-(N) Dro�n, sbpe 1/4" Oer it.
I
3.2 3.2 3 1 R.2
� Lateral Section
\/
1/4" = 1'-0"
i�x1 (al (�1 fs�i 'e)(��
�
�s 95� Y
� �I �
� � + /� I , :
Primary
� �1��1
� , � C�
Hall � Bath 2 Bedroom
#2
� �
i
� � �
� Mud � - _-- J� —
Room
L'rving � Dining CI. CI. Bedroom � ��I I
Room i � Room � - # 4 I I�� � �!i
- i iil I I I
__ _'___. I I -
_ ___._ . _._--_.__ _
_. - _ _" _ __ _ ""_ _
CrawlSpace --- - -- - -- _ _ _ - -- - --- _ _
-- ------ �- - -- ---:- C�a4vI.SRace �
� _ UtiN ' CI. -
i � Basement u�_ w_. �
� � — I'
C
� F� _F Util�ily Clasel EL 3121.74'.. ___ '�
� �� �
i
- ,$=F Bosement EL i120.06' �� •
- .. .. �A
:� .:��.1� -- .:
Line of (E; grode
Longitudinal Section
u
�I
i
33
T.0 Plate EL t147.08�
. -.-y� . . --
I
i
ro
. F.F $econd Floor EL t139.08�
T.O Plote EL: 3 7 38.08�
!62 � ••
.o
.. F.F F�rst Floor EL z129.08�
7.0 Plate El: i128.16'
\ . .�— .. ..-�j
. Z ;�
.. � F.F Basemenl EL f�8�
a
�
Exterior Elevation Notes
These tlrowtngs are'�n;enaed to represen; the bosc configuration of the r�w
consirucGon as well as the ezisting �onstr�ction. Sections indude stonda�d
fram�.nq methods and circumster.res hut may not inuude oll s+�uctural
menDers or rep�e5ent al�. spec�oi 5itu�Gons. Re�er to nated details for a:l
SjlCGi01 CO�SS'IICf�O'1.
Reter structurai draw�.ngs lor o!I frammg sizes rrol shown.
e 42
/Ref�e�r s,,tructu�ol draw�ngs for actuai Faoting profiles. Profles shown here are
`. J tic oniy.
Inter:or elevotions shown here are fw ref=_rence ony ond shail not lake
precetlence over interior elewtion sheets.
Insulotion, qaskets, seatants, barriers shall be installed in compfonce with
CAC T�tle 24 os reDresented �n Ttle 24 complionce fo�s inc�udetl os part
oi these Decuments (under sepa-ale cover)_
Contraclor te prov:de -equ�red insuiotien cerl'ificalicn.
Notes
Descr'�.pl�.on
)ivi n 1:
lll'iqn os inc
i New finished gra
� Division 3: Conc
! �ew� ccncrete dri
i New co�<rete lar
�i New ce�,crete slc
j New mncmte ste
.�dat�on wa'�Is
ooi, exte.�o, oe��t
New ii_h!-maz. 40w eou:v. downcast
0
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sa�k upaa• m. m/ai/�ma
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1 PlaeYp rruhinRld 02� 11 /3/]073
Pla�inp rwAweXM 0101 /0.5/7021
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Owaw Rwl« Ol � 06/19/2M3
SdwnwNc Updol� 07i Q7/2l/4(143
MaNp Su6niiM 01 � 09/08/�3
7 %aNnp nubN�ld 0]� 11 /3/70]3
2 ��0 ra6ndeM 03� 01 /OS/]02�
Rendering
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0
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JP
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(E) Monterrey Pine, �
iocated on neighbors yard,
(E) tree is cut 6ack to
neighbors property do to
overhead lines � ___\
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�1 Landscape Plan
i
1 /8.� - � �-0"
0
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:ot:on of Big Leof
.ree, t 3'-0" trunk
1
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od fence and gole max
w�th lattice
ncrete walkwoy,
i ond sleps wilh Lile
intina oreo
� SSMH
od fence and gote mox 6'
h In[tice
insta,lotion of ony plon[�ng.
2. .4 certificate of completicn sholl be filled out and crtified by eitner
the designer of the ianCscape plons, irriooNon plans, or the fcensetl
landscape wntraclor for tne project.
3. Existing topsoii shall be remavetl from work arec and stockpiletl to
be used for finish grodinq upon completion.
4. Top so71 in excess of thot required tinished gratling shail be stored
on slte cr disposed os directed by the Owner. Woste excovd.fon from
foundation [renches that s not suitable for londscape use and is in
excess of thot requ�red for foundation backfill shoii be removetl by
ontractor
S. Fxisting landscope sholl be protecte� os required to prevent any
domage lo plonls and trees unless specifed by lhe Owner.
6. Protecl eaisting trees in work zcne with fencing and Darriwtles.
Barricades shall Iorm o minimum encomposses all sides of fhe lree
ond prcvide a min. 6" Geor from ine base of the iree.
7. Protect exist�ng roots durinq excwation. Ensure thot equipment �s
piacd outsitle of the drip line.
B. Provitle wotennq of exposed roats during excwot�on. BockFili oround
expased roots sholl include previously removed lopsoil.
9. Irsta!lotion sholl incluAe a new outorrwtic irrigotion system
lh�ougnout.
10. NI lontlscaped and hardscaped areos shall be groded and f�.n�shed,
s not lo tlroin onto adjocent oropertles.
11. Landscape is cla,s�f;ed as Tier 2 Per section 77.17.020 of the
"water conversation vnd londscope regulotions'"
12 Recirculatiny waler syslmes sholl be used for water features.
13. At least 80y of the plants shall be notivc plants, iow water using
plants, or no-water usinq plonts.
14. Flre-prone plant materiols and h�ghiy flommoble mulches wiil not be
used.
15. Invosivc antl/or mxious plant species wili net be used.
16. 4 minimum 3" loyer of mulch will be opp%ied on oll exposed soil
surtcces of planting a�eas except turf areo, creeping or rooting
groundco�ers, or direct seedinq oppii�ot�ons wher¢ mulch is
ontraind�coted.
17. Soil omendtlm=nls, such os mmpos[, wili be. �ncorporoted occortling
lo the soil condllions a! the project site and 6osetl on whot is
oppropriote for fhe slec;etl plants.
18. for so�i less lho� 67> o�gorric matter in the top 6_' of soil, compost
Planting List
�---
�ees I Common BoTanical Size Sunset WUCOIS
A i"'e �oqwo o���s �r.�eo o - � �.o_
�H:16' W:15' 74-24
B �Chinese Pistoche Pistaca chinensis 24" Box 4-23 G.BS
IH:i6� W:1S'
C 'Western Redbud Cercis 24" Box 2-24 0.1
H:15' W:10' occidentalis
'lanfs 8 Common Botanical S¢e Sunset WUCOLS
SJ]f — - - - Qoe _fSi�t.4�
�i Atrimn Iris � Dietes iridiodes 5 gal. B29' 4 02
� EnglishLwender Hidctlea �9°L 5=s4 02
03 Furpie Three Awn Aristitlo Ourpurea I 5 gal. 36-24 0.2
� McAAinn Manzanil a�ctostaphylos 5 gol. 7-9' 0-2
viridissimo 74-24
�IBigleaf Hydrongeo 38-9,
�Hvcrannen macr hUa 5ga1� 14-24 0.5
Dworf
Loropetalum
� Lorooelawm _ 5 gal. 7-108, 0.5
'Dwor('
Sis rinchium 4. 9,
0 jBlue Eyed Grass Y 5 gul. 0.1
� bellum �4-24
coieo�e�„a � B,
�& IBreath of Heaven . 5 gal. ,,,_ „ 02
n
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Ownar R�vi�w Ol � 06/I9/4023
Sdrua�k UpdoN 71i 07/�7/2023
Mminp SubmMwl Ol � 09/OB/�0'13
1 Ra�iiq rwibnY1M10]� I 1/3/�043
r�, ...�and oa, o, �os�zoz,
Landuape Plan
_ L1.1
2378
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2318
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MODEL WATER EFFICIENT LANDSCAPE ORDINANCE /MWELOI
5HORT FORM PRESCRIPTNE COMPLIANCE
Applicant Infortnadon:
Name: �^ ��r
Ptrone: �ssm �...na>
�f�j��: 1362 Oesdo N�e. �ie, CA 9/010
Email: ��u�����^
Proiect
SiteAddress: ���^o^w^r��^��^
Project Type (�w dwellirg, canmercial, o� �ehab�:
❑+ This praject does incorporate landsqpirg equal to or less lhan 2500 sq ft and will be usifg this
torm to idenOfy prescnptive requirements which will be induded as part of the landsrape projecL
(Poease provide the in(ormation below specific to the landsc�e area and idenli/y the location on
the plans each design measure can be /ound usiig the LANDSCAPE WATER-EFFICIENCY
(MWELO) APPENDUC- D CHECKLIST on page fwo):
Total LandscapeArea (sq. ft.): �.31J TuAArea (sq. fl.): �p
Non-Turf Pian Area (sq. R.): ss�
Water Type (po[able, recycled, we11J: �ade
Name of x2ter purveyor (I/rwt served bypivate
Sianature
Special Landscape Area (sq. ftJ: o
San Ftaci�m RAfc Uu5les Comnbtim
I certify the above infortnation is correcl artd agree to comply with the requirements of the MWELO.
��/ 09r➢N13
Signature of property owner or authorized rep1esentative Date
e�$ri� �Fia►c�
[For 500 - 2b00 aa B of new land�caoe aros or aaars�ate new and rohaMlifatad
landacane aroe OR 2.500 sa R of rehabllifated landscaoe er�l
Pl�nt Yatalal Ttle Y3. Chaobr 27. Aooand6c D fbl /311
� Fv rssider�itl araas, 75% of Isntlscape, mctlu6ng edbka end ersaa �afng recycled xvtar� d�a� aoruist d
Pknb th� averpe a NNCOLS plrnt f�cta of 0.3. WUCOL3 planb dalabaae ran bs fouml orine at
hHp: /lura n r. ed u/site s! W UCOLS�
� Fa nor�rmider�tial sse, 700% d 1M plyds� cedudnp edblsa aiM aea wiq rs�y�d wa�r, �MI
wrmqt of plr�b fiM avx�pa a WUC:Ot.S pWM faclw d 0.3.
� Pods.w �vR« h.a,ss ae indua.a in wb.ap. squ.. roaaa.+a «bi.riy.,e Mvr.�iy m�ai,a.
� rna rdow�rq wuco�s q.� aaa. rw w w.a in cra�wurq n,. wwrpa wuco�s q.a r.uor.
� veytow=.1
O Low= 2
O Modxale = .5
o ra�=.ae
� Ttia ta�oMinp fan�Y afm� Ds ue�d ro c� U�s aysraps YVUCOLS factar.
[cs ot very ww�er uae qenta a a.,) +(s a �ow vreter ws quKa x o.2) *(s a nAoaerece ��aur we qra
x 0.� +(S d HI� xeter uae plants x 0.8�] / Tofal rnmmer d planb = NRICOLS averaps ta projnct
� Indude a lendacape aM impa6on dedpn plmi.
� Indude squos foat�pas d newlvMstapinp e�d rNrffiJitalad W�dsmp'sip.
� Indude a plerd Wt on tM Iridsaipe plan tlml Wadfiss Y qrA m�Wfd by batuied � aW camon
nrrb., wuco�s rw«, s�n.et anmor usow Hara�ne.s mns� aM n�e m�m qu.�ty a ewi� paM.
0'rhe avarape sprsaa d eech uea yull w no�ee on tha qmt Is�.
� Add nole b pl�ns:'A miY�nm 31ndi Iryx d mi�h shY bs �pplied an a� m�possd ad wtaces of pMtlnp
vw meapt hM esaa, aaapnY a rooWq pandoovers, a d'rsct ssednp appYtNlona nhen rntirli is
eon6dndiwted.'
TuA ITpta �3. Chaoter 27. Aooan�c D(bl (411
0 Tut is conaidercd idnp qarN maWiel MVVELO repul�tiona do rro! apply to ardfiaal tuf.
� Note mws d mdatinp hrt and nswhrf and tlu aquars toolape d xch.
m Adtl rote to panr'iYM shi not axwed 2s94 a ths IaMacaps rw in raaidaMir rsu.•
B Add nOM to plrM: `No tvI pemitEed N non�aidentid uO�s.'
� Add note W pleis: 'TuA not psndtlad on abpst praater Ihm 25%'
m Add mb to pluu: Twf b pohbiled h parkvwys le» tlan 10 fsal v�We.'
trrlatllon fl'Itle 43, q�arkar Z7. Aooendix D Ibl 1611
� iTw'r�ipetion pl�na, N� mainun, du� �adein tlie faloMirq:
� Loatlon siM aae d wter melss for I�Msope (d a aep�rats vr0er maW is insvlad)
09 lanem� tYPe. and a'¢n d el avrpa�Ms W the irriGetlon +Ystem, indud'i�p. at a mi�mm� mein antl
ktsrd fv�se
m Add nofe to pWm:'/4Mrtulie ws�IfiaaEaaM a wifnoipue boW infyetim contro�eis ahY 6s inshMtl on
n,e triy�tion ayatan.•
m Add nale to pWa: 7ieasiss repd�las ah�1 be inatdsd on the Yrfpalian syatem lo eraus dynamic
proswrs d ths syatem ia �wtlin Ihe �s reearrnaW W pressus ran�p.'
Sianahire
I agree to compty with the requiremenls of the prescriptive complia�ce option of the MWELO per
Appendix D.
��s-� �i 9NW�J
Signature of property owner ar autho�zed representative Date
Note
For the purposes of this for Ia�Msppe area indudes all the planting areas, turf areas, and water features
in a landscape design plan subjed to the Maximum Applied Water Allowance calculation. The landscape
area dces not include foolprinls of buildings or structures, sidewa&s, driveways, parking bls, decks,
palios, gravel or stone waAcs, other pervious or non-pervious hardscapes, and other nonirrigated areas
designated for nonEevebpment (e.g., open spaces and existing native vegetation).
� Add ncls b pr�s: 9�Aedi�NiW�alf wMs shr bs Nwfred as dose u possbk to ths purd d ama�tion d
ths w�hr wpply.•
� Add rwla a pivix •Aroas las tlwn 16lset n wWtl� M my 6rectian aha� be irtipotsd wilh wbwrfaos
iripauon or oabr meam tnrt prouuees no runort or ovenpray.•
� Add nd� lo plens: 'Fw norrradden4i proJecis nilh Iendxeps aiaaa d 1,000 aq.R a more, piwts aula
meter(s) to m�aas IaiManpe vwW uae shol bs inalWed.•
� nad nae m plans: At m. tims or Bnal inspsmon. u,a perma.ppiemt mua prwim ms w�nr or n,. propety
xiTh � artiMaAe af wmpbUon. oati6c�e d'vpla�etlon� inipamon s�hetlile d Indxape uid'mqation
matr�tana�ca.'
i1 ndd iaro m qrix •utisss aimadicbd ty . aala ta+, ea�qmt a a i.�s d a�en d Tar a,ae yarm
Pw 1,000 sq. IL d peme�bla a� dw1 bs kimrporaMO to a deptli o/ �bc Indros MOo the tal.'
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Plswq rau6nJnd 07� 11/3/]OI3
no.+�o ..,�+nd o� oi /os/xzr
MWELO Forms
L1.3
I I 2318
LANDSCAPE WATER-EFFICIENCY IMWELO) APPENDIX - D CHECKLIST
(Can only be used when aggregate landscape areas are 2,500 square feet or less)
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Water Rollution
PreverYtion Program
CleanWater. Healch!t ('o�nn,uricU_
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
Non-Rm.ardous Materials
0 Berm and wcer stockpiles of sand, dirt or othcr consuvcuon ma[crial
�cith �arps µ�hen rain is forecast or if not aclively being used within
14 days.
❑ Use (but don't ove`use) reclaimed water for dusl convol.
Flazardous Materials
❑ Label all hazardoas materials and ]�az�rdous wastes (such ns
pesticides. painls, thinners, soh�ents, fuel, al, and antiGcezc) in
accordance with cin•, coimri, stste and f'edeml regulations.
❑ Store harardous matenals and w�astes i� water ubht containers, storc
in appropriate secondan• containmcnt and co��er them at thc end of
e��en� work day or dimng wet µeather or when rain is (orecast.
❑ Follow manufacturer's applicarion instructions for hazardous
macerials and be careful not �o use more than necessary. Do not
apply chemicals ontdoors when rain is forecast within 24 hours.
❑ Airsnge for appropriate disposal of ell hazardous wesles.
Waac Msn�cmcnt
❑ Cocer a�asoe disposal containers securely witli tarps at die end of
e��ery wcxk day and during n�et weather.
❑ Check was[c disposal containers frequently for leaks and ro makc
siu�e they are no[ overfilled. Nerer hose down a dmnpster on the
consttuction sitc.
❑ Clean or replace portable toilets, and inspect [hem hequently for
lea}:s and spills.
❑ Dispose of at] wastes and debris propedy. Recycle materials and
�.�astes that can be recpcled (such as asphalt, coneretc, aggregate base
ma[erials, wood, gvp board, pipe, etcJ
❑ Dispose of liquid `esidues from painls, Ihinners, sdvenls, glues, anJ
cleaning fluids as tiazazdous waste.
ConstruMion Eutrauces and Per'uneur
❑ Establish and maintain eflecti.e perimeter convols and stabilize all
construcdon enuances and e.<iu to sufTicicntly control erosion and
sediment discharges from site and tracking off site.
❑ Sw�eep or eacuum any- sveet tracking immediately mid secure
sedunenl source Io pre�enl fudher Iracl.ing. Ne��er hose down strecls
to cleao up tracldng.
Equipment Management &
Spill Control
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Maintenance and Parkin�
❑ Designate an azea, fiued with appropriaze BMPs, for
vehicle and equipnent parking and storage.
❑ Perfonn major maintenai�ce, Iepavjobs, and vehicic
and equipment N�ashing offsile.
❑ lf rcfucling or �-chicic maurtcnancc must bc donc
onsite, worA in a be�med atca away from stmm drsins
and orcr a drip pan a drop cloths big enough to collcct
fluids. Recycfe or dispose of fluids as hs�ardous waste.
❑ If vehicle or eqoipment cleaning must be donc onsite,
clean with «�ater onl�� in a bermed area Ihat a�•ill not
allow rinse water to run into gutters, streets, stonn
drains, or surfacc walcrs.
❑ Do not clean ��ehicle or equipment onsite using soaps,
solrenls, degeeasers, or steam cleaning equipment.
Spill Pre��rntion and Contml
❑ Keep spill cleanup ma[erials (c.g., rags, absorbenls and
cat litter} avaitaMe at the consWcdon ate at all limes.
❑ Inspect vehicles avd equipmeol frequcnUy for and
repair leaks pmmpily. Use drip pans to catch leal:s
mril repairs are made.
❑ Clean up spills or leaks immediately a�d disposc of
cleanup materials pmpedy.
❑ Do not hose down surfaces where fluids Lavc spilled.
Use dry cleanup methods (absoTbent matcrials, wt
littec and�or rags).
❑ Sw�eep up sptlled dry materials immed�ately. Do not
try to wash them ae•ay� writli water, or bury them.
❑ Ciean up spills on diri areas bc digging up and
properly disposing of contaminated soil.
O Repurt significant splls immedisiely. You are required
by law� to �eport all signi6cant reteases of ha-rardous
materials. including oi1.1'o repo�t a spill: 1) Dial 9L I
or �our local emergencc rcsponse nwnber, 2) Call thc
Crovemor's OfTice of Emergency Services Waming
Cen[cr, (800) 852-7550 (2A hours).
Earthmoving
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❑ Schcdulc grading and csca�vtion a�ork
during dry w�ealhcr.
❑ Stabilize all denuded azeas, inslall azid
maintain temporary� erosion controls (such
as erosion control fa6ric or bonded Sber
matris) until vegetation is established.
❑ Removic esisting vegetabon only wl�en
absolutely necessary, and seed or plaut
vegetation for erosion conhol on slopes
or where construclion is not immediatel}�
planned.
❑ Pree�ent sediment from migjating ofl'site
and protect stonn drain inlets, gutte�,
ditches, and drainage courses by installing
and main�aining appropriate BMPs, such
as fiber rolls, silt fences, seduueat basins,
gravel bags, berms, etc.
❑ Keep excavated soil on site and transfer it
to dump vucks on site, not in the sueets.
Contaminxted Soils
O If any of the following woditions are
observed, test for eon�smination and
conlact the Rev�ional Water Quality
Control Board:
- Unusnal soil conditious, discoloratioq
or odor.
- Abandoncd underg`ound �snks.
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- Abandoned n�clls
- Buried barrels, debris, or trash.
Paving/Asphalt Work
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❑ Avoid paving and seal coaling in wet
wea[her or when rain is fofecast, to
pre��ent materials that have Irot cured
from conWcting slonnwalcr ruuoff'.
❑ Cover stomi drain iulets and manhdes
when appl7ing seal coat tack coat, slurtp
scal, fog seal, ctc.
❑ Collect and recycle or appropriateh
dispose ofezcess abrasice gravel or sand.
Do NOT saecp or wash it into guttcrs.
❑ Do not u:s watcr m wash down ffesh
asplialt concretc pavcment.
Sawcutting & Asphah/Concrcte Remocal
❑ Prolect nearbr slorm drein inlels nhen
suw culting. Usc filler fabric, calch basin
inlet filters, or gacel bags to keep slurrp
out of the s[orm dmin system.
❑ Shovel. abosorb, or vacuwn sawtut
slurry end dispose of till w�aste aa soon
es you are finished in one localion or al
Ihe end of each work da} (whichever is
sooncr!).
❑ If saa�cut slurty entccs a catch basiq cican
it up immediatcic.
Concrete, Grout & Mortar
Application
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❑ Store concrete, g�cw� and momr awa�
from stomi drsins or a�atern-ays, and on
pallets under cover to praect �hem from
iain, runoff, and wu�d.
❑ Wash out concrete equipmenUtn�eks
offsite or in a designated washom
area, cvhere the wa[er ��ill flow in[o a
tempormy waste pit, and in a mamier
t6at will prevent leachins into the
undedping soil or oo[o surrounding areas.
Let concre[e Iwden and dispose of as
gazbage.
❑ R'hen w�ashing erposed aggregate,
pre.�•ent n�asl�water from entering stovn
drains. Block anv inleu and vacuum
gutters, hose washwazer onto diri ateas, or
drain on[o a bermed sur(ace to bc pumped
and disposed of properly.
Landscaping
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❑ Protect sMcF.piled landscaping materials
fium wind m�d rnin b�� sioring them under
�arps all pear-round.
❑ StacA bagged ma�enal on pallets and
undercover.
❑ Disconlinucapplicalion ufnny cralible
landscape ma[erial w�thin 2 days before a
forecast eain erent or during wct wcather.
Painting & Paint Removal
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Painting Cleanup and Rcrtnn�ul
C7 Never clean bcashes or rinse paml
containers into a stieet, gutter, storm
drain, or streem
❑ For water-bnsed paints, ynint out brushes
to the extent possible, and ri�se into n
drain that gocs to thc sanitan� scwcr.
Nevcr pou[ paint doK•n a storm draia
❑ For oil-baced paints, paint out brushes to
the ertent possible and clean aidi thinner
or soh�enl in a proper container. Fd[er and
reuse �inners and sol��ents. Dispose of
excess liquids as hnzardous waste.
O Paint chips and dust Crom non-ha�ardous
dn� stripping and sand blasting ma}• be
sH ept up or collected iu plastic drop
cloths and disposed of as dash.
❑ Chemical paint �ripping residue aud chips
and dust Gom marine paints or pain�s
containing lead merciuy, or tnbutyl�n
must be disposed of as ha�ardous rvaste.
Lead based paint remo��al requires a stare-
certified contcaclnr.
Dewatering
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❑ Discharges of groundwater or capwred
cunoft&om dewatermg operatious musl
be proped}� mauaged and disposed. When
possiblc send dew�atering discharge to
landscaped area or sanihan� se}cer. [f
discharging tn the saninn� se�.er cull your
local wasteaater treatrnent plant.
❑ Di��ert runon waler from offsile away
from all dislu[bt:d areas.
❑ When dewatering, nolify aud obtain
approval &om the local municipality
before discharging water ro a saeet gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be requircd.
❑ In areas of Arrown or suspecled
conlaminalion, call your local agency lo
de[ermme µ�helher the gotmd water must
be tested. P.umped groundw•ater may need
to be collected and hauled off-site for
treaVnent and proper disposal.
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Pla�i�p �nd 03� 01 /0.S/70]I
Best Managemerrt
Practices
-BMP1.1
2318
Materials & Waste Management