Combined Set Lot B.pdfWU RES DENCE
(_0T B—W/ 2ND !,_!INT;
10400 3o 37C�L���1� --'[Do
C�MpC�G3���1�9 C�Lao g�0��
DRAWING INDEX
A-1.0 SITE PLAN
A-1.1 DEMOLITION PLAN
A-2.0 1ST FLOOR PLAN
A-2.1 2ND FLOOR PLAN
A-3.0 ELEVATIONS
A-4.0 SECTIONS
A-5.0 ROOF PLAN
L-1.0 LANDSCAPE PLAN
L-2.0 IRRIGATION PLAN
SCOPE OF WORKS:
1. EX. BUILDINGS AND IMPROVEMENT TO REMOVE
(UNDER SEPARATE PERMIT).
2. PROPOSED A NEW SINGLE FAMILY DWELLING W/
ATTACHED GARAGE & 2ND UNIT.
PROJECT DATA:
0. APN 375-07-43—B 10400 S. STELLING RD.
1 . LOT SIZE: 8,565 SF(NET), 11,068 SF(GROSS)
2. ZONING: R1—7.5(2ND FLOOR SET BACK: 15ft MIN.)
3. CONSTRUCTION TYPE: V—B(W/ FIRE SPRINKLER)
OCCUPANCY GROUP: R -3/U
4. DESIGNATE LAND USE: LOW DENSITY RESIDENT'L 1—5(DU/AC)
5. BLDG AREA:
2ND FL. AREA: 1,159 SF(A)
1 ST FL. AREA: 1,798 SF(B1)
2ND UNIT : 458 SF(B2)
GARAGE: 435 SF(C)
TOTAL BLDG AREA: 3,850 SF(D)
CAR PORT : 412 SF(E1)
PORCH : (128+432)=560 SF(E2)
1 ST FL. 24" EAVE AREA 537 SF(F)
6. 2ND FL. TO 1ST FL. AREA RATIO: A/(B1 +B2+C)=43%
7. LOT COVERAGE : 4,200(B1 +B2+C+E1 +E2+F)/8,565=49.04%
8. FAR: 3,850 / 8,565= 44.95%
9. FRONT YARD IMPERVIOUS AREA RATIO:
40.00% (SEE FRONT YARD CALS)
10. EX. HOUSE (1544 SF) & GARAGE(520 SF) (1949 BUILT)
1 1 . CITY CONTACT: JEFFREY TSUMURA
TEL:408-777-1356, E—MAIL: jeffreyMT@cupertino.org
AN ELEC. COPY OF THE PLANS IS AVAILABLE BY REQUEST.
THE DEADLINE FOR THE SUBMISSION OF PUBLIC COMMENTS
SHALL BE TWO WEEKS AFTER THE DATE OF THE NOTICE
IS POSTED(------, 2018).
VINICITY MAP
GS
Jul getSa Fwy
2
yt qj ,
� S �
4
c
Voss Ave
Stevens Creek
County Park
Q
Hyastn'Spon (7r �
n
C
Terrace Or
a
ff
unbY �" Re�aSv�-0 a
Rainbow Dr
8o!llrgerRol
DESCRIPTION
r-
TURF AREA
N
> ...
1/31/'18
DESIGN REVIEW 1
AL
Pendleton Ave
BLDG AREA & PORCH
y o`
Juniperosevre.�.' o
Y
�C
s
c
b
�
ss n
dn
�PAve
y`
�c
M Y
a
QG} • VV
$
CP
�
Devonshire Or S
Pruneridg
� or
Rall
�
!az
m
N
M
� t'A
� err;r,
�_
a
w
4A
Wl�tpria
or
�
m
PORT
I
�
�Q
a
O
6
Vallco Shopping MaiIQ
J I
w
o
Cu ertino
P
Alves Or
VallgA 0
°kh Serra
a
Memorial Park
1
y c
Amaral
Sushi E
Stevens
Creek Blvd
Cupertino
Stevens Creek Slvd
SlCreek Blvd
o
r_j
1a
I T
f
o Pe Aw Gollegep
=
Rvdrigu s}sAye
I
?104100
�
�„
y �
n
II
Sl
QCupertino LibrarySteling
Rol
M
<
C
! min drive-horne
Paeirlaa Dr
Barnhart Ave
v
I.
a A
�
m
Kirxin Ln
3
c p
I�
I
Q
Hyastn'Spon (7r �
n
C
Terrace Or
a
ff
unbY �" Re�aSv�-0 a
Rainbow Dr
8o!llrgerRol
DESCRIPTION
r-
TURF AREA
N
PLANTNIG AREA
1/31/'18
DESIGN REVIEW 1
AL
0
q
BLDG AREA & PORCH
y o`
9aflingerRd G2 Moal Or
w
s
c
b
�
ss n
dn
�PAve
y`
�c
M Y
a
QG} • VV
$
ff
3 -
�
Devonshire Or S
+
WEST SAN JO 7
� or
Rall
W YJaIbfPo� }�
i
v v�
_Gc'glel
�_
�r
dial W
4A
Wl�tpria
I
0°0,0'09 E
O ROOF
N OVERHANG O-)
N
Ln
N
F
_ N
F_ I
4 PORCH
G PATH-/
ul
.
14
NEW 6'H FENCE
STE FLAN s „e -1-o
1 1 1 1 1 1 I\
NOTES:
1. Calgreen checklist shall be included as a part of construction documents.
2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist
in Appendix A of Chapter 14.15 will need to be filled out.
3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE.
CLI
M
LLJ
L(�
M
o�
Co
z
J
J
U
CO
ILLI
�z
J
U J
Q U
J Ln
Q
rn�
0
6"
SYMBOL
DESCRIPTION
O
TURF AREA
D
PLANTNIG AREA
1/31/'18
DESIGN REVIEW 1
AL
7/07/'l 8
DESIGN REVIEW 2
BLDG AREA & PORCH
1/31/'19
DESIGN REVIEW 3
1st Floor32'
PAVING AREA(PERVIOUS)
2'X2'X2" CONC. STONE(SEMI PERVIO
Ln
° f
CONC. PAVING
SCALE
AS NOTED
w C) i
w� I
a
(�
�
SHEET
/AR
W .�
N w 1
I
�_
SHEETS
I
�
PORT
I
�_>>I
6
J I
w
71'
I
1
2nd Floor
a
o
r_j
1a
I T
M
1
I
�
II
L
4
M
<
00
I
I.
V)
�
I�
I
�I
I
1
PORCH
4 4
432 sf
,
.,
1..a
^.
44 4.1
4
AC—
0 P I
O
Ix
O
5
N
O
5—ARBU
U MARIA @15' O.C.
(OR APPRO
;t r_1
EQ.—SEE NOTES
1 A 1)
l
iiiiiiiiii
0°00'09" 8800' \ _'111111111
STE FLAN s „e -1-o
1 1 1 1 1 1 I\
NOTES:
1. Calgreen checklist shall be included as a part of construction documents.
2. Prior to issuance of bldg permit, the Landscape Water—Efficiency Checklist
in Appendix A of Chapter 14.15 will need to be filled out.
3. LANDING IN THE SIDE YARD SHALL NOT EXCEED 18" ABOVE FIN. GRADE.
CLI
M
LLJ
L(�
M
o�
Co
z
J
J
U
CO
ILLI
�z
J
U J
Q U
J Ln
Q
rn�
0
6"
SYMBOL
DESCRIPTION
O
TURF AREA
D
PLANTNIG AREA
1/31/'18
DESIGN REVIEW 1
PLANTING AREA
7/07/'l 8
DESIGN REVIEW 2
BLDG AREA & PORCH
1/31/'19
DESIGN REVIEW 3
GRAVEL(ON COMPACTED SOIL)
PAVING AREA(PERVIOUS)
2'X2'X2" CONC. STONE(SEMI PERVIO
AS NOTED
° f
CONC. PAVING
SCALE
S)
REVISIONS
BY
02/1 l7
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
CHECKED
7/07/'l 8
DESIGN REVIEW 2
1/31/'19
DESIGN REVIEW 3
DATE
AS NOTED
DRAWN
MC
CHECKED
MC
DATE
AS NOTED
SCALE
AS NOTED
JOB NO.
SHEET
A-1.0
OF
SHEETS
JP
I ; I
I I (E) HOUSE
RIDGE
! I0
! I
I WM
Li F -1J I 60"� PINE N 89°5635" E 222,50' 8°0 LEMON
I
j >� DRIP 80' DRIP 25'
i I
Q o
—
SHRUB
PG&E
SH UB 6"�LUM
j DRP 20'
I DRIVEWAY
i
I
i
I
!
I
I
EM GM w~
�Z
I ! W
p J s
I DRIVEWAY
I �W
i
I
P P
I i
i
!
O
i - '
i 00
i r ^
® 00 I V
(E)HOUSE
C❑NC FF CONC. o
j 3 I RIDGE I o
I o
CD
/ `D
I �o j
I
i o P CARPORT �
CD
0
CD
AC 36"0 II E
00
DRIP till'
I z / o
CD
i
i
I
I � Y
I � Q
I
QW1111D
i DECK
i ® �
I
i
i
4X6"0 L❑CU
NC DRIP 25'
j DRIVEWAY DRIPP30M o
j 8"0 ARBUT❑S
I BUTOS� 2 8"0 DRIP 30'
DRP O
i �`�C Podacarpus
j — — — — —nRIR 4n,– – – – – – – – – –
I I I I I
I
S 89°56'35" W 222.50'
I FH I I
I I I I I
I 0 1 I I I
I T cI I I
FRONT YARD PAV'G CALS:
DEMOLITION PLAN S,1•-10._0.
Front Yard Area: 1.ALL EXIST. IMPROVEMENT SHALL BE REMOVED
2.DEMOLITION SHALL BE UNDER SEPARATED PERMIT.
88 X 20 = 1,760 sf 3. ALL EX. UTILITIES SHALL BE RELOCATED.
Paving Area: LEGEND,
17+1=18 sf X EX. TREE TO BE REMOVED
jn Paving ratio at Front Lf�
OU Yard:
18/ 1760=10.23%
_ _ S 0°00'09"E 88.00'
3F *1 40
W
7'6" 11'-4" 20'-6" oe
LnL
ml m
LO N 0 13'-6"
co
V) :. z 21 � 2,�
V 1 •� . 1• .aa ,v.. Q0
— — — — — 17 S. F. 1 S, F.
N ^I
N O N O
O
(-DO
(-DO
16'-6"
00,O.40
N
cfl O
N �
00
36'
1 st area=2691 s.f.
1 ST FLOOR AREA CALCULATION:
2ND FLOOR AREA CALCULATION: 1 1=1
=10' — 0"
1'=10'-0"
SECTION DIMENSIONS AREA
A 15.5X10.5 162.75
B 5.5X6 33.00
C 36X26.75 963.00
2nd FLOOR AREA 1,159 S.F.
D (7.5+13.5)3 31.50
2
E 21.17X21 444.57 52' _ 6 0-1 oe
REV1610N8 BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
7/07/'l 8
DESIGN REVIEW 2
1/31/'19
DESIGN REVIEW 3LLJ
F
11.33X24
271.92
G
20.5X22.5
461.25
H
52.5X19.5
1023.75
�
16.5X27.75
457.87
1st FLOOR AREA 2691 S.F.
TOTAL FLOOR AREA 3,850 S.F.
s
N
I
O N
r7 I i
N
Q �� M
N I U
J
J
0
W Z A�
Z�4
Q �
a
A ct
O
Fn
U
H � � x
M
Q
W O
W � �
W O
W � �
�
U
DESIGN REVIEW 2
1/31/'19
DESIGN REVIEW 3LLJ
DRAWN
MC
CHECKmc
ED
DATE
AS NOTED
scAA- I . I
LE
JOB NO.
srEeT
OF
sHeeTs
53'-0" "
13'-6" 7'-8" 11'-4" 6'
B -B
A-4
PORCH
128sf
Lo
0
I 0
L BARY
o I
LIVING RM
ESF.
I I FOYER
I I 20'-0"
I I
I
2- CAR GARAGE 0
L -----------j I
0 CAR
1
PORT `O
— — — — — O
� N
n 412sf
5 AT
I I
I 6 �
`Q I DINING RM I
A -A A -A
Cfl N A-4 I I I1, A-4
C3 _
I 0
WH I
L ---------J , 12�/ AL N. F R WH
G. BA
REF, OVEN ::D]
— —
& PANTRY
M. W. HOME CTR .
. .
GUEST RM 1
. . . . . . . . . . . . . . Q0
I
KT, FAMILY RM -
o
I
NOOK
I
GUEST RMI�
N
o.
O O .
o N PORCH . . . . . . . . . . . . .'
Des I LIVING DINING
BBQ AREA
�
N++
PORCH
8'
432 sf
l 1 D/W
F11 T 1-1
l 1 L J
B B AC/
FUR.1
13'-3" 13'-0" A 4 13'-0" 13'-3" 16'-6"
LEGEND: 2ND UNIT
1 ST FLOOR P„ _ 1/4 - 1/-0'
0
......................................................................................................................................................................................................................................................................_.................................................................................................................. I.......................................................................................................
0
10 0 10 20 30 N
10'
PIPELINE
EASEMENT
Flr-- O S
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
Cr-lECl<ED
MC
DATE
AS NOTED
SCALE
DRAWN
MC
Cr-lECl<ED
MC
DATE
AS NOTED
SCALE
AS NOTED
JOB NO.
A-2.0
SFEET
OF
SFfETB
2ND FLOOR PLAN -B s ,,._,-,,.
REVISIONS
BY
02/10/'l 7
PRELIM. DESIGN REVIEW
MC
6/30/'l 7
DESIGN REVIEW
CHEECKED
MC
1/31/'18
DESIGN REVIEW 1
DATE
AS NOTED
SCALE
AS NOTED
.IOB NO.
SHEET
0
N
O
o C)
ED M
� U
Q U O
O W
S\
J
J
C0
WPLO
z
a a�
V
A
z
U �D
H C) U °O
V 2 o
oc
M
W
nW �
F -I
l U
WO
W � ►-I
O
a
O
DRAWN
MC
CHEECKED
MC
DATE
AS NOTED
SCALE
AS NOTED
.IOB NO.
SHEET
A
2.1
OF
SHEETS
9-
/ 12
/ 3.5� I
/ (.0
/ N 2ND FL
7'-6"
0
IST FL
�O
2'
CAR PORT
WEST ELEVATI❑N-B
SOUTH E EVATI❑ B
S: 1/4"=1'-0"
III
n LLF01 I m
00
I
Ln
� \
N
7, Z6» o
1ST FL
I
LL LL
^I 0Lo
N 2ND FL
a
1ST FL
I I
❑RT
E EVATI❑ B
S: 1/4"=1'-0"
\ ELEVATI❑N NOTES:
<1>ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR
o) APPRO. EQ.) ON (2)30 LB BLDG FELT OVER PLYWOOD SHEATING.
ROOF SHALL BE CLASS "A" & 20 LB/SF DESIGN WEIGHT.
O 5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD
WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL
N BE DRAINED TO LANDSCAPE AREA)
—2ND FL
O DOUBLE GLAZED WINDOWS (TYP.)
O CUSTOM SOLID CORE DOORS.
O3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS
GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP
EDGE OF BLDG PAPER).
0 O STUCCO SILL OR TRIM.
OSCREEN VENT WITH 1/4" WIRED MESH (TYP.)
OWEEP SCREED (TYP.)
1ST FL
NOTE: CONTRACTOR SHALL OBTAIN THE APPROVED COLOR AND
.I MATERIAL SCHEME FROM OWNER BEFORE STARTING THE WORKS,
S: 1/4"=1'-0"
REVIBIONB
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
C -ECIED
MC
DATE
AS NOTED
AS NALE
OTED
JOB NO.
A
SFEET
3,
0
OF
sll- TS
WEST ELEVATI❑N-B
SOUTH E EVATI❑ B
S: 1/4"=1'-0"
III
n LLF01 I m
00
I
Ln
� \
N
7, Z6» o
1ST FL
I
LL LL
^I 0Lo
N 2ND FL
a
1ST FL
I I
❑RT
E EVATI❑ B
S: 1/4"=1'-0"
\ ELEVATI❑N NOTES:
<1>ROOF: CONC. TILE ROOF ('MONIER LIFETILE' ESR1647-ICC ES CO. OR
o) APPRO. EQ.) ON (2)30 LB BLDG FELT OVER PLYWOOD SHEATING.
ROOF SHALL BE CLASS "A" & 20 LB/SF DESIGN WEIGHT.
O 5" 26 GA. G.I. PROFILE GUTTER ON 2X8 S4S SURFACE FASCIA BOARD
WITH DOWNSPOUT AT PROPER LOCATIONS (ALL ROOF DRAINS SHALL
N BE DRAINED TO LANDSCAPE AREA)
—2ND FL
O DOUBLE GLAZED WINDOWS (TYP.)
O CUSTOM SOLID CORE DOORS.
O3 -COAT CEMENT PLASTER IN 17 GA. STUCCO NETTING ON 2 LAYERS
GRADE 'D' BLDG PAPER. (WITH 26 GA. G.I. 'Z' FLASHING AT TOP
EDGE OF BLDG PAPER).
0 O STUCCO SILL OR TRIM.
OSCREEN VENT WITH 1/4" WIRED MESH (TYP.)
OWEEP SCREED (TYP.)
1ST FL
NOTE: CONTRACTOR SHALL OBTAIN THE APPROVED COLOR AND
.I MATERIAL SCHEME FROM OWNER BEFORE STARTING THE WORKS,
S: 1/4"=1'-0"
REVIBIONB
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
C -ECIED
MC
DATE
AS NOTED
s
N
O
c) i
Q � C14 Q
U
,L o CD
w o
J
J
U0
LuPLO
z
Q a �
V
A
z
U)
a QJ
o
W �
H
W O
W
W O
W � �
O
aOP-�
O
DRAWN
MC
C -ECIED
MC
DATE
AS NOTED
AS NALE
OTED
JOB NO.
A
SFEET
3,
0
OF
sll- TS
EAST E E V A T I O N B S: 1/4"=1'-0"
REVISIONS
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
CHECKED
MC
DATE
AS NOTED
SCALE
0
N
I
Q�N"i Q
}. U
Q U O
l� O W
J
J
0
W L7 M
� z o
z o
� U
O A r1l ct
z
w
H
W
W o
W 1 U
..
WO
Q��7,
O�
a�U
DRAWN
MO
CHECKED
MC
DATE
AS NOTED
SCALE
AS NOTED
JOB NO.
A-4.0
Bl -EMT
OF
SHEETS
i�
Lo
0
T
N 2ND FL
0
1ST FL
a
SECTION B- B S: 1/4"=1'-0"
SRI
— —_
rol
-EEVATI❑N-B S: 1/4"=1'-0"
SECTI❑N A S: 1/4"=1'-0"
REVISIONS
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
CN-IECKE0
MC
DATE
AS NOTED
SCALE
DRAWN
MO
CN-IECKE0
MC
DATE
AS NOTED
SCALE
AS NOTED
JOB NO.
A-4.0
Bl -EMT
OF
SHEETS
REVISIONS
BY
02/1 0/'17
PRELIM. DESIGN REVIEW
6/30/'l 7
DESIGN REVIEW
1/31/'18
DESIGN REVIEW 1
CHECKED
MC
DATE
AS NOTED
DRAWN
MC
CHECKED
MC
DATE
AS NOTED
SCALE
AS NOTED
.SOB NO.
A
SHEET
5.
0
OF
SHEETS
Y
J
Q
w
0
DRIVEWAY
.86
7.12 288.12
87. 4
WIV )28.90go 287.88
Li E:]247.67
187.73
60"0Q 28'80 DRIP 80'287.98
2 2 7. 2PG .72
287.17
DRIVEWAY
O I
00
00
0-)
O
O
O
2. � ° ..�3287. 9
z
Y IJ
Q
Li
0
U)
87.8'3
0287.86
FH
287.93
TS
c�
WM
Q87.�8
U
SSMH
O
RIM 287.68
INV 276 38
88.04
287.27
2E
287.37
87.67
287.53
287.18
287.26
287.25
287.60 287.33
287.40
DRIVEWAY
287.35
10400 S. Stelling Road
Cupertino
AP N : 359-13-037
(E) --HOUSE
RIDGE 12.87
SH UB
X 286. 4
87.13
287.13
287.10
WWI e:
X 286.86
288.3
286.69
87.44
X 286.61
P P
286.
CONC
3.61
96 AC
286.88
286.78
286.79
N 89°56'35" E 222.50'
9198 286.30
35SHRUB 285.91
285.81
.80
7 (E) HOUSE
FF 287.04
RIDGE 298.31
0
'7x6.88
8110
DRIP 30'
286.52 0 286.176
j '
P
286.93
2x6:. 9-8
286.72
286.58
WOOD
DECK
C
0"o 0 286.14
DRIP 30'
S 89056'35" W /222.50
(E) HOUSE
RIDGE 317.38
SMP ENGINEERS
CIVIL ENGINEERS -LAND SURVEYORS
1534 Carob Lane Los Altos, CA 94024
Tel. (650) 941-8055 Fax (650) 941-8755
DRIVEWAY
285.90
Scale:
1" - 10'
Prepared by:
Checked by:
Date:
2/4/2016
Project No:
216008
8110
DRIP 25'
0285.36
x 285.73
285.79 CONC.
CARPORT
286.50 286.01
286.22
286.19
'86.68
4X6"O x 285.
285.93 DRIP 25'
W285.34
(E) HOUSE
RIDGE 310.85
x 285.05
65
5.27 284.99
285.28
285.83
285.61
285.81
284.90
285.11
284.98
284.98
36",0 285.51
DRIP 60
x 285.85
285.75
28 •95 285.70 285.41
285.35
85.48
285.37 /
285.43 284.89
2X8"O
DRIP 40'
285.07
284.90
6"0 x 284.52
DRIP 20'
84.61 284.63
10'
PIPELINE
EASEMENT
284.83
284.85 ¢� 284.41
b Cn
O
284.77 x 28 48 °
O
O
¢ LO
fT1
284.86 28 .88
00
00
O
O
283.70
284.66 28 6
/ 284.01 283.77
83.93
283.50
283.60
8"0
DRIP 30' )28
283.84
. -294-.04--
(E)
284.-04-(E) HOUSE
RIDGE 313.58
TOPOGRAPHIC SURVEY MAP
Sheet No: T-1
LEGEND:
ABBREVIATIONS:
DISCLAIMER:
SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN.
NOTE:
THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY.
UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES
ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND
UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED
BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE.
BASIS OF BEARINGS:
THE BEARING N 89°56'35" E OF THE CENTERLINE OF McCLELLAN RD. AS SHOWN
UPON CERTAIN TRACT NO. 7976, RECORDED IN BOOK 574, AT PAGES 6-7, WAS
TAKEN AS BASIS OF BEARINGS FOR ALL BEARINGS SHOWN HEREON.
REFERENCED ASSUMED BENCHMARK:
SANTA CLARA VALLEY WATER DISTRICT BENCHMARK NO. BM462 BRASS DISK ON
TOP OF CURB NEAR CATCH BASIN AT SOUTHWEST CORNER OF McCLELLAN & S.
STELLING RD. EL: 290.15'
SITE BENCHMARK:
SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM)
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF.
2. THE GROSS AREA OF LAND OF RECORD IS 19,580 SQ. FT. f.
3. THE MAP WAS BASED ON A GRANT DEED DOC.# 12036744 BY FIRST AMERICAN
TITLE CO. DATED 08/06/1993, RECORDED IN SANTA CLARA COUNTY.
4. ALL EXISTING BUILDINGS ARE WOOD.
5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED.
6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN
CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE
PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND
REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE
TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR
USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A
BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE
DETERMINED THE ACTUAL PROPERTY LINES.
SCALE 1"= 10'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
O REVISIONS DESIGN DESIGN CITY APPR.
BY DATE APPR. DATE
CITY OF CUPERTINO
AC
ASPHALT
- - - - - -
PROPERTY LINE
AD
AREA DRAIN
ANC
ANCHOR
EXISTING LOTS
B SB L
BUILDING SETBACK LINE
CENTERLINE
C &G
CURB AND GUTTER
C13
CATCH BASIN
.. ...
EASEMENT LINE
CO
CLEAN OUT
- - - -ss-
SANITARY SEWER LINE
DW
DRIVEWAY
EB
ELECTRIC BOX
- - - - _SD -
STORM DRAIN LINE
EM
ELECTRIC METER
- OH
OVERHEAD POWER LINE
EP
EDGE OF PAVEMENT
FH
FIRE HYDRANT
WOOD FENCE
GA
GUY ANCHOR
GM
GAS METER
GV
GAS VALVE
POWER POLE
V
IRRIGATION VALVE
FIRE HYDRANT
LP
MB
LIGHT POLE
MAIL BOX
MH
UTILITY MANHOLE
JOINT POLE
P.U.E.
PUBLIC UTILITY EASEMENT
P
BRICK GONG PILLAR
Op
SURVEY MONUMENT FOUND
PP
POWER POLE
(R)
RADIAL BEARING
SL
STREET LIGHT
TEM (ELEVATION)
SDMH
STORM DRAINAGE MANHOLE
SSMH
SANITARY SEWER MANHOLE
wv
WATER VALVE
SSC0
SANITARY SEWER CLEAN OUT
TO D
THROUGH CURB DRAIN
TS
TRAFFIC SIGN
VG
VALLEY GUTTER
WM
WATER METER
WV
WATER VALVE
DISCLAIMER:
SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN.
NOTE:
THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY.
UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES
ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND
UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED
BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE.
BASIS OF BEARINGS:
THE BEARING N 89°56'35" E OF THE CENTERLINE OF McCLELLAN RD. AS SHOWN
UPON CERTAIN TRACT NO. 7976, RECORDED IN BOOK 574, AT PAGES 6-7, WAS
TAKEN AS BASIS OF BEARINGS FOR ALL BEARINGS SHOWN HEREON.
REFERENCED ASSUMED BENCHMARK:
SANTA CLARA VALLEY WATER DISTRICT BENCHMARK NO. BM462 BRASS DISK ON
TOP OF CURB NEAR CATCH BASIN AT SOUTHWEST CORNER OF McCLELLAN & S.
STELLING RD. EL: 290.15'
SITE BENCHMARK:
SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM)
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF.
2. THE GROSS AREA OF LAND OF RECORD IS 19,580 SQ. FT. f.
3. THE MAP WAS BASED ON A GRANT DEED DOC.# 12036744 BY FIRST AMERICAN
TITLE CO. DATED 08/06/1993, RECORDED IN SANTA CLARA COUNTY.
4. ALL EXISTING BUILDINGS ARE WOOD.
5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED.
6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN
CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE
PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND
REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE
TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR
USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A
BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE
DETERMINED THE ACTUAL PROPERTY LINES.
SCALE 1"= 10'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
1 inch = 10 ft.
O REVISIONS DESIGN DESIGN CITY APPR.
BY DATE APPR. DATE
CITY OF CUPERTINO