Attachment 10 Revised PlansLEBEDENKO RESIDENCE
240 EL CAJON WAY
FIRE NOTES
1) A - parme application for the building permits will be made after PRO approval.
2) An automaUC residential firs sprinkler system will be installed on every Boor including Cellar and attic. A subcontractor
will contact San Jose Water company In order to determine whether an upgrade is required for the water servos. A C -16
licensed Fire Protection contractor will apply for a permit from the Santa Clara county Fire Dsparemena regarding the
sprinkler system (Deffeno submission for the sprinkler permit).
3) A subcontractor will obtain clearance from the San Jose Water company regarding Fire sprinkler oormGction to promrt
water line contamination. This will be Cane at the sprinkler system design time.
4) flinch -tall street addroes number (240)Mll be attached to Che right Of the entryway on Che walldoses to the street.
Numbers will be in dark color to contrast with the bright aiding material.
5) To comply with CFC Chapter 33. No temporary heating elements will be used during demo her and Construction. No
smoking will be permitted on the construction site. Combvwable waste will be removed at the end of the daily work shift.
Temporary electrical Power will compy with California Electric Code. No explosNe materials is expected te be in as
Flammable liquids MII be labeled and stored In a designated area Mth done posted. The applicans MII be designated as a
fire prevention superintendent during demolition and conatruetion. Fire prevention equipment MII be prodded on comply
with CFC. Applicant will be trained in use of this equipment An emergency telephone MII be presided at the construction
site for contacting the fire department. Fire hydrant is within 150 feet at 231 El Cajon Wy - accesa is unimpeded by the
coretructicn. Vehicular aweas To the site is from existing street. Minimum one fire extinguisher will be provided on each
floor: Cella, let and 2nd and one in the storage area during construction.
GREEN NOTES
PA561VE OK ACTIVE 50LAR DE5iGN iS NOT n0551SLE ON THIS SITE OMNG TO THE ENORMOUS EXISTING OAK TREE
SITUATED TO THE SOUTH OF THE RESIDENCE IN THIS MILD CLIMATE IT 15 ENOUGH TO USE EXTRA INSULATION,
5KYLI61-TIN6, TANKLE55 WATER HEATERS AND HIGH EFFICIENCY FURNACES TO MINIMIZE ENERGY U5EAGE.
STORM WATER RUNOFF WILL BE CAPTURED IN PERK PITS. ALL NEW LANDSCAPING WILL BE NATIVE LOW WATER TYPE.
THE EXISTING STRUCTURE PALL 5E RECYCLED AND THE NEW STRUCTURE WILL UTILIZE GREEN BUILDING MATERIALS.
DRAINAGE NOTES
ROOF RAINWATER LEADERS TO DISCHARGE TO ENERGY DISSIPATER5 DESIGNED TO SPREAD OUT WATER AS
SHEET FLOW ON LAN D5GAPED AREAS. GENERAL DRAINAGE PATTERNS TO BE MAINTAINED.
CODES
PLAN5 CONFORM TO COG 2013, CFO 2013, CPC 2013, CMC 2013, CEC 2013. CGSC 2013.
GRADING NOTES
THERE 15 NO GRADING
THERE ARE NO CHANGES TO CONTOUR5
FIN15HED GRADE = EX15TING GRADE ON ALL 5ECTION5 AND ELEVATION5
PROJECT SCOPE
EXISTING RESIDENCE 15 AN 1,148 50, FT 15TORY 5FD TO BE REPLACED WITH A NEW 2.542 50. FT. 2 STORY 5FD, NO
SITEGRADING EXCAVATED MATERIALS FROM CELLAR TO BE HAULED OFF5TE. NO LIVE TREE REMOVAL -ONLY
THE DEAD PINE @ THE WATER METERS WILL BE REMOVED.
PROJECT DATA
(E)SEP= t1465Q. FT. INCL: LOT= 7,7725Q. FT. LOT = 9,7/250. FT. PER SURVEY
GARAGE = 431SQ. FT. (E) FOOTPRINT_ %5515Q. FT. (N) FOOTPRINT= 2.19450. FT.
(E) LOT COVERAGE =.20 (N) LOT CLVERAGE=.2P
(N)5FD= 2.54259. FT. INCL (E) RES. FAR =1.145/7.TI2 =.15 IN)RES. FAR = 2,542/],7/2 =.33
GARAGE= 59250. FT. (E) GAR. FAR = 431/9,7y2 =.06 (N) CAR. FAR = 592 /9.A2 =.08
15T FLR =1,582 50. FT.
2ND ELK = 960 50. FT.
ALL ATTIC AREAS ARE , 5' HIGH
SCHEDULE OF SHEETS
11111 9z
L -25003
W.7/305
'All I
A -1
COVER, VICINITY MAP, NOTES, INDEX
a 4"W
A -2
CURRENT SITE
LLNO4� qlLLL
W10U(1(9FU
A -2.1
PROPOSED SITE
JUMMM -i
A -3
1ST FLOOR PLAN
A -4
END FLOOR PLAN
A -5
-deleted -
A -S
ELEVATIONS
a
A -7
ELEVATIONS
R
A -8
SECTIONS
W
13
A -9
SHADOW STUDY
2}
A -10
- deleted-
au, F
A -11
STREETSCAPE
W
C -1
IMPERVIOUS SURFACES
X-w-
L -1
LANDSCAPE PLAN
UZOi
,+1
U
W)
a_.
_m
CEIVED
03
N N
4 a
PR 15 2015
°U
o rn m
"WNOF
2UP a
LOS GATOS
LANNING DIVIiSION
W 1 Q
S_ r Vp�
mom Z
"
JN_I
4
517E
05 -30 -14
VICINITY MAP
�
A.1
ATTACHMENT 10
10 -15-14
04 -06 -15
04 -07 -15
04 -14 -15
(EJ %•'2a RNE
ANDINLL
MDMLL ISDEAD
EE REMfNED
(Fprra EL CAJON WAY` �chrr,
FRIACH10(� BENCHMARK LEIF RICEOUi FC
�5FINFRUUr
° T5003
ON E GUiIER A E)P: T(j1Y15 y.�
PIANIER PIAN O MN1£R PLANTER O EIERS O 9jF
aF�pµ
I7/40'CHINESE RbiPCH10
CgICRE SIDEW LR ,: )
to
UM
F
'� oRlvevnr L
O r i )RCHib'�RCH ymu G
(E)1�/B' , i UY
_I
IV N 5iMH10 r .A 5KPAL aW}
� LLf
p
\JUN PER JUNI Ivow FENCE CONCRETE PORCH / € 3U 0010
� ���
METER ,
I OZ >Op
xeMeSr RRE 1hLRAUr OUi ,/ ^•', (i iF W 'y +R^�
EASrCORNEF \\ (ELGARAGEO4pl Nl ifi ss ; 0Wi-.m Y
oL SR IMRFAR, \` (BiRF51C£NLE OtwBSQ fr j aY1
I
SV WNotrfO
�, WNU�J�1W
1t\\ i, JNIOmWJ
i'�, BRIaPAM Pn�evS L6�{
WVODFENC$', W
ES ^� W
\`. _ _ _ELECT DROP l• Z
'\ PoNCAER PAM MONEKABLE = o I W
a'
(E) UIRIIYPLtE rya
LEGEND
U
- SMAC NE
SEIBACKLINE
- (EI LINE
- - -- - - 2MQUROUR LINE
6
ApLWE &05sv
rRNEr
Unutt LWF (E) bMir
RYFAVEMN
'
VNLIttEA5EMENr �� (E)1Y9 LALIF
ttL., ``�l✓f�l✓f BUCKEYE
W
U
ME 2
CURB SITE FFWER� W
1"-10',
LM -7.MS FT. (p3 N
(EJf0G1PRINi,15B15O.fi. Q
(E)NE COVERAGE =.]p
(E) RES FAR K.4311/
(E)GM.fAR,431 /D,il2, qb �oU 0
YQp a
zUF a
N
mwo( v
moue a
Xu.j Q
05 -50 -14
A -2
O
NEAREST RRE NYCRANT
ON N9RiN- EASTCORNER
OUS N&A5
N
(E) W"/zo- FINE
THIS rREE IS PEAS
AND WILL BE REMG'ED
(E)w ^na ELCAJDNWAY
RSITA[WOSG RPlS /4Mlrvinlx (E1 BENCW
SEKER OUf 57533
CSNEFFTE6 R
PW11ER FI"W ftll R AFTER IN) C _ rrc O L
IME A perme
CSNCRE SIDEWALK arw•ulnd µA^'°k /)WATER
W5ETBA FOR
EETENTCNFNS
N)16'CO DExE T
i BR
GV —TViQOI' ' E )
( ,R (BIRCM�
C {
Q o .L
YD' RELOCn NCONCREIE WAIKi OT'i
LEGEND
FENFROFERCE 'HE
- - - - - -
SETBACK LINE
--- - - - - -- (E) BLW LINE
- - -- FANIUNNE
iwv..+v GNTYLINE
- MLItt LIT£
NDIE CMTM95 ARE WM 6 MIX
HELL
EOSrWG AND PROPOSED- UFUL EASEMENT
NO CHANGES. NO GRADING
SITE DFMAGE SHEET FLO
PCRO55(E) RANT£O RE
AAS
ANPEOSTREET NOCHANGE5
(N)RESIGENLF Oy50256 Fi,
.2ND FLODer
WINE
L -
PP9 QNE: 28EVOND %LLGIiNE -�
----- --
S
FWItRWP
N5 FA\'ER5
51A(VEYED (E)
M6 DRII'MNE Y
.�
.-
••,
]V-p MINFROM TRNNR
.- /
J(E)VIIL
SO KEA�
SETBACK
/'-
p
••"
-_
EGiBE'
So-
-o
W5
fEfLCf'
F
(E)5'n6'
`W FT
_
0 &ICRE
BL'L%EYE
PROPOP ='
I _,O_D..
LOT. ],'1Y25O.Fi FERSURYEY \
(p FMnRWr =EV4 SO Fr
IN) (N) SAW FAR .2G2 / ].T/2 = 33
(N) GAR. FAR = 592 / ZTR =.OB
NOIE: ALL R£RNEAD UMME5 MILL BE UNCEROROUNDEO
TRUE
"WECT�
O
-250D3
s E %Pe a /3M =
Grp.
OFd�(•EY�
NO
/ E M
FOQ 0
I110 xQ
GW>- LL]
J�
oz >ooa
MMF. I
LLNOrRU
JMMMM.i
F
W
3 N
zL 0
Uo N
I
N
wU a
PQ Q
75 -30 -14
-2.1
110-15-14
04 -08 -15
04 -14 -15
F
' i � LEIF RIDEOUi
a L 25003 <
Dr. M115
1D
w
In Q
PC)
� - =aa u
rota V
<WW LLD
B UP
a J
- - - - `i 5ma�mo
— oZ >o ^'Q
ENTRY � �
4 LIVING n II W<U)4rW in s OFFICE _ - - -F -- —ro..� U� Qm®
PnMx. - -
EF LLNOvgr
r
�/1/ •` JItINUWmJ
U
Oc
DINING 0 O Q
m
$ - KITCHEN O 0,
g h� Q
- GARAGE O
FAMILY z BEDROOM LL
O BATH
- m
uosn
0
W
U
W
0>
IST FLOOR PLAN 4 o V4 =1.0 Z
1582 50. FT. CONDITIONED SPACE �B
X92 SR. FT. GARAGE aid a
CEILING HT= 6 -0" i
ZtlE- N
OWo v
W13 y m
.la a
05 -30 -14
A -3
04 -08 -15
04 -14 -15
�yEV apGy
� LEIF RIDEOUi ��
� G 250D3 �
QEXP:AE�Id5
N
0 N
gm
B �GQ 0
=Q0 XL1
LCWER RW'F OVERIUNG - 1 W Q
� - - -- QW ILO - - - - --
A; — -------------------------------- -------------- -- - - -, QjNNW
I- ----- ---- -- - Oz >OOE
Q F�
§ MormLL
'wNunn-W
A BEDROOM BE13ROOM JNNNNJ
c Q
k 4
� — A
Q
DN
O
0
LL
= 0
z
4 MATH C' : N
BEDROOM ATM v
U
a
I
i
i
m s
z
0>
N
mzu 0
V
2ND FLOOR PLAN � 240 N
1 /4' =fL0
9605(1. FT. CONDITIONED $PA( WoW n a
m1N ..
IL
.WiN-j Q
05 -50-14
A-4
04 -08 -15
PL HT. =110AT - - _ 04 -14 -15
P.
L .. CCMPSNNGLE RQ'fING
T �D ARO/ri
F F =10B.T ' _ IEIF RIDEDUT
PL HT 10]6]_______
All_ -- JII � �np
FF HOUSE &GAR 99.67 W #m
FIN GRADE =99.54 Fa/ 0
EAST GRADING NOTES �a�� °11 x�
W /PAIINRD V NDYHIQ¢IMEG
THERE 15 NO GRADING QW� Q]
THERE ARE NO CHANGES TO CONTOURS W LL
FINI5HED GRADE = EXISTING GRADE ON QQJ rN W
evuNrtonnrzmurwTnNG ALL 5ECTION5 AND ELEVATIONS U-1
Q�
wi vuNr�oaiRlM
OZ >Opa
BRICK W /PAINTED WnIERiAME
B cm
NoIE:IREUl51 pRACkETS a wnlraE CELLULAR wG LL m O r P LL
WNDIXV6 DCVR^ G51NGS iG BE HARINIRIM NLRLVl m
.N,b LUR& ArERCQFIPGNNC YY // ,I
JNWNW
N
Z
0
H
Q
W
PL. HT. = 11611'
I
_ F F 108.72'
PL. HT. =10].6T
FMH] FE FE 0
—
F.F.HOUSE &GAR= 99_6T_ _ -- MJ a
FIN GRADE = 99.50'
aof, 0
WEST YaN m
a ZUP v
WA N
ON .
MH a
05 -30 -14
A -6
04 -08 -15
04 -14 -15
/ - - - __ PL. HT 11611'
-� �i �LeF woeSUr �
s E %P: 951p5
_______ _______ _ _______________
PL. HT. =10>.6T_______ OF Opl�
— m
mo
0*01
F.F.H0U5E &GAR =99.67 FOa o
FIN GRADE =9950' Vx` II
Mw 4
NORTH I-Cc IM ii°u
oz >ooa JL
oWFMDJI
amH Vm�
LLWmojW-LL
JNOmmJ
m
z
0
a
W
J
W
-
- - '- FL.HT.= 116.11'
Y
J " __ F.F =105.92'______ W
------------ PL_HT._ =107,6T_ - - -- U
0�
N
Izzv 0
F.F.H0U5E &GAR = 99_67....... �/ a�
FIN GRADE =99.50' uao 11 11E
W�F m
Ja
SOUTH monm z
EMI a
05 -50 -14
A -7
04 -08 -15
04 -14 -15
PL. HT. 11C.11
OCA"",
nnlc LL BEDROOM
F.F =10E.T
— -
N
____- _______ PL. HT_197.Z _ 01
_I
NN
MM
GARAGE GARAGE KITCHEN DINING' OFFICE
=QV V
F.F. HOUSE&GAR =
- __- HOUSE__
-__- - __ __
-- --
FIN GRAVE 99W
I'
aw>.IIIIII Q5
aw LL D
\
C
StaiQnNNo
oz >ooa
wQN r.LL
V
amPto
SECTION A
W-T O
ILvJo "-
JNMNmJ
GRADING NOTES
THERE 15 NO GRADING
THERE ARE NO CHANGES TO CONTOURS
FINISHED GRADE = EXISTING GRADE ON
N
ALL SECTIONS AND ELEVATIONS
Z
_0
f
DUCTS
FL. HT- 116.11
W
W
BEDROOM HALL BATH
F.F = ioe.]z•
- - _
-PL.
HT. = tpT.6T
r
W
E R KIT N ABTER
Z
HOUSE
F.F. &GAR =99.07
w
13r
FIN GRADE = 99.50'
N
dzu 0
YQp N
SECTION B
W °Q a
moo Z
JN° a
05 -30 -14
A -8
10 -15 -14
11 -21 -14
04 -07 -15
F
t ...��11m IEiF RiDEWT
T1 C 25003 <
cap 9 E %P: ]/3m1115 2
M
m
v v xN
L1
e W
wqg e I¢U U
m QW} Q]
LIU
FM UQ�m0
O2 >Op¢
EL CAJON WAY 2>90M
NNLL
SITE SECTION ami-am
.. LLNOi -ALL
JNwWM3
W
tf a
U
0)
rzoPDSPDHOr.¢
EL CAJON WAY- SUBJECT BIDE
W
U
2
0>
N
zzz ¢2p 0
0
Yao N
2UP N
V
OWL v
EL CAJON WAY - OPPOSITE SIDE w Mom Q
JN° Q
05 -30 -14
A -11
RETENTION PITS
DETAIL:
N.T.S.
frainage calculations. 240 E1 Cajon Nay, Los Germs. A.Y.N. 424 -24- 042 -21.
Hydrologic calculation es
Rational Method, 010 - CIA, 10 year atom
PRECEV JPKSET (existing parcel),
SID Roof Area s pavement, 3494 Sq. Pt. - 40802 acres
Runoff, 010 - CIA C = 0.3, I - 1.8in /hr s A - 0.0802 acres.
CIS - 0.0433 nfe
Volume (storm water) (0.0433 cfs)(60 9/min)15 min - 39 on It
Velocity (runoff from existing parcel) - 0.0433cfe/3494 eq ft - 0.0000124 ft /sec
YOSTOEVELOPRERT (after),
BPD Roof Area 4 pavement, 3504 SO. PT. - 0.0804 amiss
Runoff, 010 - CIA C - 0.9, I - 2.11n/hr f A - 0.0804 acres.
O10(roof) - 0.152 oft
Volume (Roof Area a pavement) _ (0.152 cfs)(60 s /min)10 min - 91 on It
EXISTING IMPERVIOUS
PROPOSED SIT,
Runoff from proposed SFU roof area will be carried from roof gutters to downspouts and discharge into proposed
retention pits lucated on the Northwest corner of property.
RETEW10. PIT,
Use percolation to reduce perm trench size.
Volume of storage headed for site, Aeauma Pero Rate - 3 min /in.
Rock Void Ratio a 0.4
Volume Ix beef runoff - 91 cu ft for 15 min. store.
Use, 2 - 2.51 diameter x 12' deep pits
2'x((2.5'x2.5')/4) ..x12' - 118 on ft x 0.4 a 47 on It
47 on ft/144 inches = 0.327 Cu £t /inch So for 15 min., 15min /(3min 1inch) - 5 inches
5 in(0.327 eu ft /i.) 1.64 on ft /15 min percolation. In 15 min, 118 .1.64 - 119.6 0 91 on ft. OM
USE, 2 - 2.5' . x 12' Deep pits filled with .' drain bock from -1.01 to - 12.01.
Place Mirafi 140 filter fabric ever beck. Pill top 12 inches of trench with on site soil.
Exact location to be determined in the field by the soils engineer.
Volume for four runoff 91 eu ft for 15 min. storm.
Use, 2 - 2.5' diameter z 10' deep its
21x((2.51.2.51)/4) x..101 - 96 cu ft x 0.4 -39.3 on ft
39.3 on ft /120 inches 0.327 on ft /inch So for 15 min., 15min /Gain /inch) - 5 icons.
5 in(o.327 no ft /in) 1.64 on ft /15 min percolation. In 15 man, 98 ♦1.64 - 99.6 a 91 cu ft.
1 104-06-15 1
C -25003
E%P: )/31tl5
°wn i
IW^
W
0
LO
m
fI
n
i
0
U
USE, 2 - 3.5' . x 12' Deep pit. filled with .' drain rusk from -1.01 to - 12.01. Z
Place Mirafi 140 filter fabric over, took. Fill top 12 inches of trench with on W •m
site soil. 1x34 ^'
Exact location to be determined in the field by the smile engineer. W `Y
¢Zap 0
go N
N
Owe a
mom Z
'tai° a IL
05 -30 -14
C -1
2
PROPOSED IMPERVIOUS 14,
oa
5o
U
ALTERNATE, 2 - 2.5' . x 10' Oeep Fite filled with .' drain rock from -1.0' to -00.0'.
[�L`.J
Place Mirafi 140 filter fabric over rock. Fill top 12 inches of trench with on site moll.
(.0
RETENTION PITS,
Aeeime ne perm rate
Rock Void Ratio - 0.4
Volume Ruck needed - 91 cu R /0.4 _ 228 on ft.
Values, of Retention Pits,
2 - 3.5' diameter x 12' deep pits
2'x((3.5'x3.5')/4) x..12' - 231 on ft
231 mu.ft. x 0.4 - 92 on ft effective area
USE, 2 - 3.5' . x 12' Deep pit. filled with .' drain rusk from -1.01 to - 12.01. Z
Place Mirafi 140 filter fabric over, took. Fill top 12 inches of trench with on W •m
site soil. 1x34 ^'
Exact location to be determined in the field by the smile engineer. W `Y
¢Zap 0
go N
N
Owe a
mom Z
'tai° a IL
05 -30 -14
C -1
04 -08 -15
(E)M,W (E)w•iEV pup 0414 -15
CHINESE MIS TREE 150EAp
nSinCHIp ANO ALL BE REMWEO
CCNCAEIE GUIIER
FLWER M Q PlANMK 1ANTER 0 0 O
WA R
s I7' /9p'anNESE nsrncHro yp qq
CQYRE 51GEWAL1 611 ?'
F fM£R BE05 .[t �f
\ N)CONCRETE W.kE s EXF:pF'1/315
(N)OE0EvNj5IREE (E) ErM
5IRCH
O o
\ (E)rra m
0 \ NnTE'E5HW05 (Ni TF Wn WAY 61.
(E) I0. 0' Fl7N
HINfsE rnMro YUCCA 2
�� Uum
5=1 \VM(E'ENI R ° 0
TaV
(E I•, N)PERNOU5
TAN PAVERS ° N
p awW a�
Fa�minw
>; v Imo
-\ 0200E
ORANGE �•-
\ rGMpYE -- ,
RErIM (E)N'(YAFEK'CE OW F mm W
LOCATEE( F)m=fEN:E
y amissaami
yWODiENtp tL m 0 r r LL_
ARBORIST NOTES \ WInuvjv)W
1. The throw Oak canopy owning will pre kept M minimum and is m[ \ (5)re) :,G. Jlnm m mJ
Seethed to M netmeek, 3' d wane multi MII to used MNhM 30' (5) (E) RIAA
Mlus OF the tree trunk. NO sprinkler Moslem will be lnSWled. The ° PERNg5 PgYERS,M WALIF0.IVM
pats, In Me Mar will M made of peMaus material.
]. Juniper tree (north comer) will M pmteRed during commus ion. (NGEL5 \
The what, trimming will to kept W a minimum. All Mat trimming All
be done by hand. TRLMFETS\
E. earth trte hirer, the dnvewev will be piotatMd. The tlnvewav will be \ W
MIhCH T02lY FRpA 1REE IFLNR
npalnd xYth minimal pvvatlon aM mealmum r¢ -uu of ellYing I Rk
hail hod. \ (E)19 "/1A'OAR 6
G. Them ownCtbn will padoMa his to Na Divle Of3Mhomwe WPEIE
Gabs Town CMe(Treee as shon).nMe Arbo9 reof.Tram PAN,
len[InB and posted YgnS as sNOwn on Me ANOiiE heport, Thee Mep� \ (E) W'S20AK m
p.ea v
PRIVET 05SY
as /5'WLIF
gE M) Ap
W+' (E)IT6CAUF
SIAMETE
ME
LANDSCAPE PLAN 1 117 4d�- u
2
o>
NoIE: nu Tel EE rROiECrep m
ounNG caNSreurnax
MDO 0
ZUo N
N
owe as as
mom 4
110 Q
05 -30 -14
L -1