7485 Kingsbury Pl 10-20-2022Community Development Department
FE-21I
— Cupertino
CUPERTINO ED
Case # 007
rs)
ApprovalESIGN EVEREST.-INC
Approva 198 2 w, CA 94043
Signature (pQQ�21 -,C�#� 9- O
ger
To:
Building Division
Community Development Department
City of Cupertino
November 29, 2022
Permit # BLD-2022-1135
Project Location: 7485 Kingsbury Place
Applicant: Pranay
Re: 2nd Plan Check Comments Responses for the Proposed Fence and Retaining Walls
Dear Ma'am/Sir,
Responses to your 2nd review comments are written in red on the blanks on your comment letters. Corrections are
made on the revised drawings.
Feel free to contact us when you have any questions.
Sincerely,
G
Jimmy Chen, P.E.
Design Everest, Inc.
0 Community Development Department
Plannin T/YsQIR— Cuperti o COMMUNITY DEVELOPMENT DEPARTMENT
CUPERTINO D
BUILDING DIVISION
Case# 07
A tion ui r s)
CITY HALL
Approval Body: A 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
Approval Date 3TELEPHONE: (408) 777-3228 • FAX: (408) 777-3333
Signature CL F"O CUPERTINO.ORG
MajiWnager
November 16, 2022
Plan Correction List/Letter (Second Plan Review)
DESCRIPTION: TO CLEAR CODE CASE - REMOVE (E) WOOD FENCE ON SCOTLAND DR
(6 FT TALL); CONSTRUCT (N) BLOCK WALL ALONG PROPERTY LINE AND SIDE YARD (3
FT TALL); CONSTRUCT (N) WOOD FENCE AT 5 FT OFFSETS FROM PROPERTY LINE
PERMIT # BLD-2022-1135
Address: 7485 KINGSBURY PLACE, CUPERTINO, CA
Dear Applicant:
The second plan review has been completed and additional information/clarification is required
addressing the specific items listed below. The Code Sections referenced are from the 2019
California Building Codes unless otherwise noted. Please write your response to each comment on
the line provided.
Plan Review Comments
1. Resolved.
2. INITIAL REVIEW. • Fence Plan: Revise the detail. Detail must be drawn to a standard scale (such as
3/-inch per foot or 1-112-inc per foot). Detail shall include the following:
2.1. Footing dimensions of the footing for the fence and CMU wall.
2.2 Details for the footings of the fence and CMU wall (materials used, rebar, concrete
requirements, dimensions. Footings are shown in green and red in the following
image.
2.3 Fence height above the backyard grade.
2.4 Fence posts size and spacing. Fence materials used.
2.5 Details for CMU wall (rebar, grout filling, CMU size)
0 Community Development Department
Planning Division — Cupertino
CUPERTINO APPROVED
Case # Ef�69
,-,W-.,,,.-" PL
Approval Body: 7�dKn�R�;V'
HH : t I
Approval Date YVCI �'3
Signature Qian PpQIor„_ I,
ag ight?
FG
W
(N) 3' HIG��Sf depth
7 �IGMU R
de�ting
foaling pth
width
dlslanrc 7M,
frirAin�
SECTION
\footing
NT width
2ND REVIEW: Sheet C-2, details 1 and A: Conflict occurs between details 1 and A. Detail
specifies only 4-inches of embedment of the footing for the Allan block wall, but detail A
specifies 8-inches of embedment of the same footing. Please resolve conflict.
RESPONSE
3. Resolved.
4. INITIAL REVIEW: Provide information/ details for the retaining wall that is 2-feet in height
(E.G. size and spacing of posts, materials used).
2ND REVIEW: Sheet C-2, detail 2: Specify the Grade/ Species of the Pressure Treated Lumber.
RESPONSE
For any questions regarding these comments, feel free to contact me prior to re -submittal.
Best regards,
Arnold Hom, P.E.
Plan Check Engineer
408-777-3235
arnoldh@cupertino.org
Community Development Department
11-21 Planning Division — Cupertino
UPERTINO APPROVED
Case # EXC-2022-007
Application Number(s)
ApprovalBody: Admin Hearing
Approval Date 06/09/23
Signature Gian Paolo
Martiwnage'
PROJECT DATA:
C
WORK ADDRESS:
owl
7485 K NGSBURY PL.
CUPERT NO, CA 95014
362-29-022
LEGAL DESCR PT ON: TRACT 3028 BOOK 150 PAGE 32 LOT 10
ZONING/USE: R1-6 /OWNER OCCUPIED SFR
OWNER: H ASH EM VAH D EH
MA LING ADDRESS: SAME
ENGINEER: JIMMY CHEN, P.E.
DESIGN EVEREST
365 FLOWER LANE
MOUNTAIN VIEW, CA 94043
(888)512-3152
SHEET INDEX:-
Cl: TITLE SHEET
C2: PLAN, SECT ON AND DETAILS
CODE COMPLIANCES:
2019 CBC
2019 CRC
CURRENT CITY OF CUPERTINO ORDINANCES
SIDE YARD RETAINING WALL AND FENCE PLAN FOR
7485 KINGSBURY PL., CUPERTINO, CA 95014
IN THE COUNTY OF SANTA CLARA, CALIFORNIA
I
mm
cn
�I
o
M0
'
m
z
I
m_
Z
Il J
W
-------------------------------------
-------
100
------
---
CD <
w O 00
0
0
,
;.
m
Ln
D
n
sm
�
z z
n.
..
O? O m
z
OD
30'
o
m
> W n
m� C m
n
m�
D
z D'.
. < of
m -.
OO
i
D
wya rn .
n
'
\
m
r
>IL
\
m
6.5::.i
z
�'7 �`,
m
21'
21'
16
D C
o.
�
C )'VM)o VM ORo3 ZV (EW
b-
<
AVMN1 ]Vd l (3)
00 m
r
C)
Goo
M Co
OD
m>
DCZ =
Z
C
oC
�
m
D
SCOTLAND
DRIVE
PLOT PLAN
SCALE: 1 " = 20'
AREA CALCULATIONS:
LOT:
B U LD N G FOOTP R N T: :
GARAGE:
LOT COVERAGE:
SCOPE OF WORK:
_QiiiiE z!T�
6,194 SE
1)126 SE
437 SE
25.2%
D Park
PalNAlt
StanfordN��j
'`--� Mountai
Los Altos Hills View.;
:S
TO CLEAR CODE
CASE
— REMOVE
(E) WOOD FENCE
ON SCOTLAND DR
(65
TALL); CONSTRUCT
(N) BLOCK WALL
ALONG PROPERTY
LINE
AND SIDE
YARD (3' TALL, 80 LF).
CONSTRUCT (N)
WOOD
FENCE AT
5 FT OFFSETS FROM
PROPERTY LINE.
WORK
SHALL BE
PER 2019 CBC, 2019 CRC,
AND
CUPERTINO
MUNICIPAL
CODE.
1
Rancho San
Antonio
Countv Park
& 0pen...
West Santa
Clara
qW JA
Milpitas
►vISO \\
? RIVERMARK=\\,, ,���
NORTH SAN JJOSS'E \
II �
rl
! II
Sunnyvale
82 _ Santa Clara
I 04
OL
C tin 0" �I 1i1
_TFruitdal(
U WEST SAN JOSE
Campbell
85
Saratoga
Q
East Foothills 13o Ra
Alum Rock
j87 101
San Jose
E\A\\ SAN JOSE
' EVERGREE
87
Robertsville
Cambrian Park
17f 85 Alamitos--=EDENVA
4
VICINITY MAP
NOT TO SCALE
FRONT VIEW
C_7
U
z
�so
O
W
U)
co
OO
>
N C
Ni_VaVw
Qr?5�(wzQ
.—0)
U
N N -0�1
J
LLu M z Lf) V
IY�J^O��
Q
W�wN°°V°°
O>°c°�°�°�°
oc
2
_jz
L.L Q w N w O
z Z z v
z2z'
D O O C
Q
V C
C)
o
LL
U
^
J
LU
�
w
0
LU
w
LL
0
Q
Q
O
LU
w
Ln
Ql
0
z
U
LU J
Z
C o
Y '+-
_
~
v
�Q
LLU
0�
U
0
Q
w
0
U)
z
O
i=
a_
Q/
I
I
I
I
I
U
W
w
0
LU
Waaaaa
QRpF ESS/p
NG/�CF`
No. C5 =�
€XP
6—
CIVIL
Fcr CALF
SIGN DATE: 11-29-2022
DATE:
AS NOTED
SCALE:
AS NOTED
DRAWN BY:
JC
CKD BY:
JC
PROJECT #:
C1
Community Development Department
FE-21Planning Division - Cupertino
CUPERTINO APPROVED
Case # EXC-2022-007
Application Number(s)
ApprovalBody:
Admin Hearing
Approval
ate 06/09/23
Gian Paolo
Signature
Mar (F@nager
PL
TYP.
(E) 1165 SCOTLAND DR
RESIDENCE
(E) 18' HIGH
WOOD RW
120.08
IIIOD� E WO
pCE � �
0
r
U ,
Q
(E) 16' a
'4
DRIVEWAY..
CL SCOTLAND
PAVER : DRIVE
a (E) 18" HIGH
(E) LANDSCAPE C0 BLOCK WALL
� 1
12'
60.08 a
REMOVE (E) ATURE
OD FENCE
TR E, PIP
0 ,
CO
I REMOVE (E) FENCE
(E) 6' WOOD FENCE11 CONSTRUCT N FENCE
OPTIONAL REPLACEMENT ( )
PROVIDED CITY APPROVES PER DETAIL "2"
SEE NOTE 4 BELOW
(N) 6' HIGH WOOD_
FENCE & 2' RW
PER DETAIL 112"
(E) 7485 KINGSBURY PL
RESIDENCE
(N) MAX. 2'-8" HIGH
ALLAN BLOCK RW
PER DETAIL 111"
( ) 8' HIGH
WOOD GA E OVER
(N) ALLAN BLOCK RW
( )16' '
DRIVEWAY
°
7' I 5'
rn!
�I
N M
(0 (
(E) LANDSCAPE
a
a 4 a
---------------------------------
41.50 <16°
°
KINGSBURY PLACE
SITE PLAN
SCALE: 1" = 10'
u
-30'
r
NOTES:
1. REMOVE EXISTING 28' LONG 6' HIGH WOOD FENCE & 2' RW ON SCOTLAND DRIVE SIDE.
2. CONSTRUCT NEW 2'-8" MAX. EXPOSED HEIGHT ALLAN BLOCK WALL ALONG PROPERTY LINE
AND SIDE YARD AS INDICATED.
3. CONSTRUCT NEW 2' RW AND 6' HIGH WOOD FENCE AT 5' OFFSET FROM PROPERTY
LINE AS INDICATED.
4. OPTIONAL 11 LF FENCE REMOVAL AND REPLACEMENT PROVIDED APPROVAL FROM THE CITY.
8' HIGH WOOD FENCE
SEE DETAIL "2" HEREON
(E) BACKYARD
FG
N
12" 0 FOOTING
SEE DETAIL "2"
(N) ALLAN BLOCK R
SEE DETAIL "1"
(2) 2X12 PTDF HORIZONTAL
WOODS WITH 4" TO 2" SPACES
FOR DRAINAGE. ATTACH TO
EACH POST W/ 2-20D
GALVANIZED FASTENERS PER
HORIZONTAL MEMBER
SPECIFICATIONS:
PL
w
0
z
J
0
X �
IQ
N �
1211 (E) CONC.
SIDEWALK
SECTION A
SCALE: 1 /4" = 1'
DETAIL "2"
SCALE: 1 /4"=1'
1" CHAMFER
-2X6 PTDF WOOD
TOP PLATE
2X6 PTDF LUMBER
SECURED TO 4X6 POST
W/ METAL HANGER
1 X6 PTDF BOARD
@6" OC
2X6 PTDF LUMBER
SECURED TO 4X6 POST
W/ METAL HANGER
4X6 PTDF
WOO POST
@48" OC
2,500 PSI
CONC.
1. ALL WOOD TO BE PTDF UNLESS NOTED OTHERWISE ON DRAWINGS.
2. ALL FASTENERS TO BE HOT DIPPED GALVANIZED.
3. ALL WOOD TO BE COATED WITH TWO COATS OF SOLID STAIN. COLOR OWNER'S OPTION.
4. PTDF - PRESSURE TREATED DOUGLAS FUR.
Leve
Allan Block
wall Batt(
from vertic
Classic Allan Bloc
8"Hx12"Dx16"
2'-8" Max.
Exposed
wall height
2 Embedment
depth
DETAIL "1"
SCALE: 1/4"=1'
Filter fabric to be
placed between topsoil
and wall rock
Retained soil
y
11-graded granular wall
k 1/4" to 1-1/2"
3 than 10% fines
iaserock
Foundation
16Y 6 in. in.
1.0M 0.9m 1.1 m 1.8m
Silty Sand 5 ft. 4 in. 4 ft. 7 in. 5.0 ft. 8 ft. 6 in.
1.6 m 1.4 m 1.5 m 2.6 m
Wall Heights listed are for reference only.
Surcharg
100 psf Clay 1 ft. 8 in.
(4.7 kPa)
0.5 m
Silty Sand 3 ft. 10 in
1.1 m
Clay
Silty Sand
2 ft. 8 in.
0.8 m
4 ft. 8 in.
1.4 m
1 ft. 4 in. 1 ft. 8 in. J11111111LfL..
0.4 m 0.5 m 1.2 m
3 ft. 1 is 3 ft. 7 in. 7.0 ft.
0.9 m 1.1 m 2.1 m
Wall Heights listed are for reference only.
2 ft. 4 in.7 2 ft. 8 in. I 4 ft. 4 in'
0.7 m 0.8 m 1.3 m
4 ft. 1 in. 4 ft. 4 in. 7 ft. 4 in.
1.2 m 1.3 m
Wall Heights listed are for reference on
2.3 m
fable 1 is based on Clay soil having an internal friction angle of 27' (Ref) or better and a Sandy soil having an internal
friction angle of 320 (Ref) or better. All heights based on exposed wall heights and include a cap block. The gravity
wall heights shown above do not account for seismic loading. Check with a local engineer for assistance if you
are in a seismic area. Final designs for construction purposes must be performed by a local registered Professional
Engineer, using the actual conditions of the proposed site. *The Surcharge loading category above assumes a
Solid surface such as concrete, asphalt or pavers having a suitable supporting subgrade.
ALLAN BLOCK WALL RETAINING WALL SELECTION TABLE
V
�w
0
U
Wco
O
U") O N C
w�
WzQ
I?D��
Q Vf N -0�1
U W M Z Lf) V
>J
IY��^0��
�wN°°u°° Q
Wo>�°°�°°�
JZO oc U)
LL Q LL w N w O
Z Z
LO�
coCO
Z v
DOD :30
a-� a- u)
°C
2
0
LL U
J
W
LILI
U
z
LU
J
�
Q
�
z
Q
w
0
J
Q
�o
C
i
�rn
Z
O
CD
� U
C~j
Z
Z
Wo
Y 4-
w
Q
~
�v
LLI
r-
U
z
0
w
ry
�
w
0
U)
z
0
w
U
Cn
w
0
Q
0
Waa
aaa
QRpF ESS/o
\ NG/<6-
c -- -
c> m
No. C5 = m
1-0
UP
6-
CIVIL
FCF- CALF
SIGN DATE: 11-29-2022
DATE:
AS NOTED
SCALE:
AS NOTED
DRAWN BY:
JC
CKD BY:
JC
PROJECT #:
C2