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VICINITY MAP
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GOOGLE MAP 2014
4E8 2 1 /2" f (E) 72'-0" f (E) 44'-2 1 /4" f (E)
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(E) WOOD FENCE �n
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�(E) PAVING — — — — — — — -- — — — — — —
�-" AE1OP NC (E) ROOF OVERHANG N (E) PLANTER AREA
LINf�, TYP. ABOVE, TYP. \
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2 '-ZU/2"4-j m 24'-0" 2>_ "t (E)
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v ROOF OVERHANG -� \ 10660 HALE PLACE /
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CL CL cc: (E) ROOF RIDGE TYP.
us CL
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GARAGE \
r ALIGN TOP OF (N I 9'-6"x20'-0" \
o I ROOF RIDGE P*RKING
W/ STALL\
00 (E) APRICOT \ "" \� E�� KY I / LINE OF (E) ROOF
\T \Li PROPOSED NEW OVERHANG ABOVE, TYP.
FUTURE FENCE PROPOSED )ADDITION; \� (E>/ CANTER AREA
766 S.F / LL,
(E) COMMON BREEZE WAY uo
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~ OPTIONAL 14"� JT ULAR \
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SKYLIGHT. ONE /�'1' EACH (E) CONCRETE WALKWAY Ln
_ i I UNIT / ( PLANTER AREA
(E) ACACIA I \
\
OGARAGE \
I \ P RKING STALL \ \
(E) PLANTI G AREA LINE OF PA T� (E) ROOFI
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TO BE DEMOLISHED (E) ROOF RIDGE TYP.�
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— — — — — / (E) HOUSE \
LINE OF () ROOF / 10658 HALE PLACE Q
OVERHANG ABOVE, TYP. \ w
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20'-0" \ \ g
REAR JETBACK
SETBACK LINES, TYP. (E) ROOF OVERHANG (E) ROOF OVERHANG \
ABOVE, TYP.
CD L ; (E) PLANTER AREA
o W m (E) PAVING (E) ELECT. METERS N WETHWOGAOD TE FENCE
\ (E) GAS METERS
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S89°56'05"W 111.10' (E} ACACIA (E) ACACIA (E) HYBISCUT (E) HYBISCUT
(E) PLANTER AREA
`L�pJ (E) JUNIPERS !
2j
(E) ADJACENT BUILDING
PROPOSED SITE PLAN
N
n , n > n , n - N
9 -6 x20 -0 9 -6 x20 -0 N
o PARKING STALL PARKING STALL04
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FLOOR AREA CALCULATION
1\ 2'-0"x31'-11"
= 2'x31.92' =
63.84 = 64
S.F.
\ 17'-5"x54'-5"
= 17.42'x54.42'
= 947.99
= 948
S.F.
\ 5'-10"x18'-4"
= 5.83'x18.33'
= 106.86 =
107
S.F.
® 5'-10"x18'-4"
= 5.83'x18.33'
= 106.86 =
107
S.F.
\ 23'-5"x22'-3"
= 23.42'x22.25'
= 521.09
= 521
S.F.
\ 23'-5"x22'-3"
= 23.42'x22.25'
= 521.09
= 521
S.F.
\7 4'-8"x11'-7"
=
4.67'x11.58' =
54.1 = 54
S.F.
\ 14'-8"x12'-7"
= 14.67'x12.58'
= 184.54
= 185
S.F.
\ 19'-4"x11'-7"
= 19.33'x11.58'
= 223.84
= 224
S.F.
TOTAL EXISTING LIVING AREA:
2,731 S.F.
G1 23'-4"x10'-10"
= 23.33'x10.83'
= 252.66
= 253 S.F.
G2 23'-4"x10'-10"
= 23.33'x10.83'
= 252.66
= 253 S.F.
TOTAL GARAGE
AREA:
506 S.F.
\N 24'-0"x31'-11"
= 24'x31.92' =
766.08 =
766 S.F.
TOTAL
LIVING AREA: 2,731 + 766 =
3,497 S.F.
PRIVATE OPEN SPACE AREA CALCULATION
TOTAL GROSS BUILDING AREA: 4,003 S.F.
PRIVATE
OPEN SPACE
REQUIRED:
4,003 x
20% = 800.6
= 801 S.F.
Y1 18'-9"x26'-O"
= 18.75'x26' = 487.5 =
488 S.F.
Y2 24'-2
1 /2"x34'-5"
= 24.21'x34.42' =
833.30 = 833 S,F,
Y3 24'-2
1 /2"x34'-9"
= 24.21'x34.75' =
841.29 = 841 S.F.
8 18'-11
"x26'-0"
= 18.92'x26' = 491.92
= 492 S.F.
TOTAL PRIVATE
OPEN
SPACE PROVIDED: 2,654
S.F.
SUMMARY OF IMPERVIOUS CALCULATIONS
(E) HOUSE FOOTPRINT
3,237
S.F.
NEW ADDITION FOOTPRINT
766
S,F,
(E) FRONT DRIVEWAY
2,677
S.F.
(E) COMMON BREEZE WAY
496
S.F.
(E) 10658 FRONT CONCRETE WALKWAY
98
S.F.
(E) 10658 SIDE YARD CONCRETE PATH
180
S.F.
(E) 10658 BACKYARD CONCRETE PATIO
410
S.F.
- — — — — — — (E) 10660 SIDE YARD CONCRETE PATH
196
S.F.
(E) 10660 BACKYARD CONCRETE PATIO
407
S.F.
(E) WOOD FENCE TYPICAL
AT PROPERTY LINE TOTAL IMPERVIOUS
8,467
S.F.
BUILDING/PROJECT DATA
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❑I (E)
ADJACENT
BUILDING
(E) OAK (7 0
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DRIVEWAY/PAVING
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ZONING DISTRICT: R-3 RESIDENTIAL
CONSTRUCTION TYPE: V - I J
BUILDING OCCUPANCY: R-3
NUMBER OF STORIES: 1
AUTOMATIC SPRINKLER SYSTEM: NO
APPLICABLE CODES: 2013 CALIFORNIA RESIDENTIAL CODE (CRC),
CPC, CMC, CEC, CFC, CALIFORNIA ENERGY CODE, CALIFORNIA
GREEN BUILDING STANDARDS CODE, CUPERTINO MUNICIPAL CODE
(CMC), AND ALL APPLICABLE LOCAL BUILDING CODES,
ORDINANCES AND REGULATIONS.
EXISTING BUILDING FOOTPRINT:
(E) LIVING AREA: 2,731 f S.F.
(E) GARAGE: 506f S.F.
(E) TOTAL: 3,237f S.F.
NEW ADDITION LIVING AREA: 766 S.F.
TOTAL BUILDING FOOTPRINT: 4,003f S.F.
(E) LOT AREA: 11,841t S.F.
FAR (FLOOR AREA RATIO): 33.81 %
TOTAL LOT COVERAGE: 33.81 %
PARKING REQUIRED: 1 COVERED + 1 OPEN FOR EACH UNIT
PARKING PROVIDED: 1 COVERED + 1 OPEN FOR EACH UNIT
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REVISIONS
SYIVB. By-7 DATE
APPR.
DATE: 10/ 15/ 1 6
\ SHEET:
REVISED 11 /11 /16 A-1
DESIGN REVIEW 10/15/16 SHEET 1 OF 6
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LINE OF (E) ROOF
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HEN (E) NOOKFII E) BATH #2 aAIJO
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BUILDING PAPER ON THIS SIDE I III D
ABOVE TO REMAIN (E)\E�1TRY / /
OF (E) WALL. (E) PLYWOOD I /
SHEATHING TO REMAIN
LINE OF (E) ROOF (N) ROOF AREA SHOWN
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PLANTER
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(E) CONCRETE STOOP
(N) FRONTI R
(E} SLOPE
11� t1%
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10660 HALE PLACE
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(E) GARAGE
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`(E�) �P1A1VTE AREA `
(E) COMMON BREEZE WAY
(E) CONCRETE WALKWAY
` A)\ PLANTER \(AREA `
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(E) CONCRETE PAVING
WITHGAD FENCE WI�.
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49°56'05"W 111.10' (E) ACACIA (E) ACACIA (E) HYBISCUT (E) HYBISCUT
PROPOSED LANDSCAPE PLAN
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(E) CONCRETE
DRIVEWAY/PAVING
(E) SLOPE
t1%
O o i U�
(E) JUNIPERS
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LANDSCAPE PLAN LEGEND:
(E)
CONCRETE PAVING
(E)
3" DEEP MULCH
(E)
PLANTING AREA
(E)
BUSHES
(E)
TREE
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(N) FRONTIER
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SYM B. BY DATE
APPR.
DATE: 10/ 15/ 1 6
SHEET:
REVISED 11 /11 /16 A-2
DESIGN REVIEW 10/15/16 SHEET 2 OF 6
3
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A-5
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1-41 EO NOOK E BATH #2 (E)
2 1 NO WORKS (E) LAUNDRY NO WORKS BATH #1 (E) M. BEDRM
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24'-0" 0 NO WORKS
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PROPOSED FLOOR PLAN REVISIONS
SYM B. BY DATE
APPR.
A-J3 11/4'� V-a�
DATE: 10/ 15/ 1 6
SHEET:
REVISED 11 /11 /16 A-3
DESIGN REVIEW 10/15/16 SHEET 3 of 6
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II II II II II III IIII II II II II II III II III - (E) TOP PLATE
(E) WOOD SHAKE
SHINGLE ROOF, TYP.
3t12
� hI PARTIAL OF (E) ROOF OVER LIVING ROOM AREA TO BE DEMOLISHED
( 12
(E) TOP PLATE 3t (--------------------------------------------------------------------------------- - - - - - - - - - - - - (E) TOP PLATE
---- --- (E) EXTERIOR WALL TO REMAIN. REMOVE (E) -------------------- 2 _p ° (E)
2$-0°------------- EXTERIOR STUCCO FINISH, METAL LATH &
(E) (E) (E) BUILDING PAPER ON THIS SIDE OF (E) WALL. 1 i
l i i i (E) GUTTER, TYP.
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(E) WINDOWS, TYP. i t i i i i i / (E) WINDOW & DOOR
1 i17i
REMOVE (E) SLIDING PATIO DOORS, SALVAGE & i i i (E)
RE -INSTALL AT NEW LOCATION AS PER i i i (E) STUCCO, TYP. co
OWNER'S DIRECTION, TYP. AT BOTH UNITS
(E) CONC. STOOP
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(E) FF: 0'-0" L-----------------J I L-------- L---------J (E) FF: 0 -0'
- ---------------------- - - ---------------------
3 EXISTING EAST ELEVATION (REAR)
A_4 14= 1 _u
(E) WOOD SHAKE
SHINGLE ROOF, TYP.
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(E)
(E) WALL TO REMAIN LZ
(E) DOWNSPOUT TO BE
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LOCATION ABOVE, TYP.
- - - - �- - - - - - --
PROPERTY LINE
------------------------------
(E) (E}
(E) (E) WINDOWS, TYP.
(E) FOUNDATION VENTS, TYP. GTE, TYP. FENCE WITH
-- - - - - - - - - - -
� 1 I
EXISTING NORTH ELEVATION (LEFT)
(E) WOOD SHAKE
SHINGLE ROOF, TYP.
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REVISIONS
SYM B. BY DATE
APPR.
DATE: 10/ 15/ 1 6
SHEET:
REVISED 11 /11 /16 A-4
DESIGN REVIEW 10/15/16 SHEET 4 OF 6
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_� (N) DOUBLE -PANE VINYL WINDOW -
+i 00
(E) ROOF WITH (N) FINISH:
CLASS "A" FIBERGLASS
COMPOSITION SHINGLES, TYP.
ALIGN TOP OF (N) ROOF Al 6 (N) ROOF: CLASS "A" A2 6
RIDGE WITH (E) FIBERGLASS COMPOSITION
SHINGLES, TYP.
TOP OF ROOF RIDGE,
II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I11111 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII --
1 (EI I (EII i
7(E)
EXTEND TOP PLATE OF THIS
\ / (E) WALL TO 8'-6" PLATE HT
/ TO MATCH ADJACENT (N)
ADDITION
- F_ - - 0 - 0 -� - - 0 - - - C - - - - - --
EXTERIOR MATERIAL & COLOR SCHEME
A. EXTERIOR STUCCO: TEXTURED TO MATCH (E)
COLOR - KELLY-MOORE #73 CORTEZ, PAINTED
B. ROOFING: CLASS "A" FIBER GLASS COMPOSITION SHINGLES
COLOR - CHARCOAL BROWN
C. FASCIA BOARD: PAINTED 2x PRE -FINISHED WOOD, KELLY-MOORE #27 BONE
D. DOORS/WINDOWS: DOULDLE-PANE VINYL WINDOW, WHITE
NOTES: ANY CHANGES TO THE APPROVED COLORS, MATERIALS AND EXTERIOR
FINISHES SHALL BE REVIEWED & APPROVED BY THE CITY OF CUPERTINO PLANNING
DIVISION PRIOR TO INSTALLATION/APPLICATION.
00
PROPOSED SOUTH ELEVATION (RIGHT)
(E) ROOF WITH (N) FINISH:
CLASS "A" FIBERGLASS
COMPOSITION SHINGLES, TYP
TOP -PLATE
FF: 0'-0"—1 _
2 1 ALIGN TOP OF (N)
A-6 (N) ROOF: CLASS "A" A-6,F ROOF RIDGE WITH
SHINGLESSS�COMPOSITION
HOUSE
1 /4" = 1'-0"
LILLLE
12
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PROPOSED EAST ELEVATION (REAR)
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141 = V-0"
(N) GUTTER TO MATCH (E)
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(E) HOUSE
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( )_ REVISIONS
- - SLOPED 0 ` 0 0 0 0 - . - - - - - - - - 0 - - - 0 - - 0 - - 0 - - - - - -
GRADE DATE
SYM B. BY Al
O ADDITION N (E) HOUSE
L
PROPOSED NORTH ELEVATION (LEFT)
144 = 1'-0°
DATE: 10/ 15/ 1 6
SHEET:
REVISED 11 /11 /16 A-5
DESIGN REVIEW 10/15/16 SHEET 5 OF 6
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FLOOR FRAMING, TYP.
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SLOPE DN z
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BD. CEILING
BEDROOM 44
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fi I=III =III=III=I1
(N) R-19 BATT INSULATION AT FLOOR
OVER UNCONDITIONED SPACE, TYP.
10660 HALE PLACE
(N) 2x10 ROOF RAFTERS
AT 16" O.C. TYP.
COMMON WALL:
2x6 WOOD STUDS
@ 16" O.C., WITH
R-19 SOUND
BATT INSULATION
& 5/8" TYPE 'X'
GYP. BD. ON
EACH SIDE
N BATH #3
0
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PROPOSED SECTION
(N) R-30 BATT OR RIGID
INSULATION AT CEILING, TYP.
USE 2x4 AT 24" O.C. AT EXPOSED
EAVES TO MATCH (E), TYP.
-
(N) GUTTER TO MATCH (E) TYP.
-""
TOP OF PLATE
VAULTED GYP.
BD. CEILING
USE 1 x6 T&G PANELS LOOK AT
EXPOSED EAVES TO MATCH (E), TYP.
(N) DOUBLE -PANE VINYL WINDOWS
(N) 7/8" THICK STUCCO OVER
METAL LATH & 2 LAYERS OF
O00
°
GRADE 'D' BUILDING PAPER, OVER
PLYWOOD SHEATHING OVER 2x4
STUDS AT 16" O.C. WITH R-13
BEDROOM #4
FIBERGLASS INSULATION, TYP.
_ FF: 0'-0"
4SLOPE DN TO MATCH (E�
_ 7 x x
III IIIIIIIIIIIIIIII� III IIII �11 I
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10658 HALE PLACE
144 = 1'-0"
(N) CLASS "A" COMP. SHINGLE OVER FELT
UNDERLAYMENT OVER 7/16" RADIANT
BARRIER PLYWOOD SHEATHING, TYP.
USE 1 x6 T&G PANELS 3'-0"
LOOK AT EXPOSED EAVES
TO MATCH (E), TYP.
(N) 7/8" THICK STUCCO OVER
METAL LATH & 2 LAYERS OF
GRADE 'D' BUILDING PAPER, OVER
PLYWOOD SHEATHING OVER 2x4
STUDS AT 16" O.C. WITH R-13
FIBERGLASS INSULATION, TYP.
(N) 2x8 FLOOR JOISTS @ 16"
O.C. WITH 3/4" CDX PLYWOOD
SUBFLOOR TO MATCH (E)
ADJACENT FLOOR FRAMING, TYP.
FF: 0'-0" TO MATCH (E) _
`SLOPE DN
(N) GUTTER TO
MATCH (E) TYP.
TOP OF PLATE
3'- 0"
(N) R-30 BATT OR RIGID
INSULATION AT CEILING, TYP
12
1.5±F
PARTIAL OF (E) ROOF OVER LIVING
ROOM AREA TO BE DEMOLISHED
ALIGN TOP OF (N) ROOF RIDGE WITH (E)
(N) 2x6 @ 24" O.C. TO
MATCH (E) ROOF SLOPE OVER
AT (E) LIVING ROOM AREA
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EXTEND TOP OF (E) WALL TO _ -- -
VAULTED GYP. BD. CEILING UNDERSIDE OF (N) ROOF
JOISTS ABOVE (E) DOUBLE TOP PLATES
N BEDROOM # (N) PLAYROOM (E) CEILING W/ INSULATION
(E) 2x ROOF JOIST @ 24" O.C., TYP
---LINE OF (E) PAVINC TO BE REMOVE (E) EXTERIOR STUCCO FINISH,
0O REMOVE METAL LATH & BUILDING PAPER ON
co THIS SIDE OF WALL. APPLY (N) LAYER
R-19 BATT INSULA ION AT OF 1/2" GYP. BD. OVER (E) PLYWOOD (E) LIVING ROOM
FLOOR OVER UNCO DITIONED SHEATHING, TYP. FOR BOTH UNITS -
SPACE, TYP.
REUSE (E) SLIDING PATIO DOOR
AS PER OWNER'S DIRECTION
(N) 2x8 FLOOR JOISTS @ 16"
O.C. WITH 3/4" CDX PLYWOOD
00 SUBFLOOR TO MATCH (E)
ADJACENT FLOOR FRAMING, TYP.
(N) CONC. STOOP
(E) PAVEMENT
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ALIGN TOP OF (N)
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WOOD STUDS @ 16"
O.C., WITH R-19 SOUND
BATT INSULATION & 5/8"
TYPE 'X' GYP. BD. ON
Ld EACH SIDE -
(E) FOOTING
III=1 I I=1 I I=1 I I
I -
HOUSE
(N) 2x10 ROOF RAFTERS
AT 16" O.C. TYP.
(N) R-30 BATT OR RIGID
INSULATION AT CEILING, TYP.
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10658 HALE PLACE
PROPOSED SECTION
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(E) 2x RIDGE BEAM
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EXPOSED EAVES TO MATCH (E), TYP.
(N) 7/8" THICK STUCCO OVER
METAL LATH & 2 LAYERS OF
GRADE 'D' BUILDING PAPER, OVER
PLYWOOD SHEATHING OVER 2x4
STUDS AT 16" O.C. WITH R-13
FIBERGLASS INSULATION, TYP.
REVISED 11 /11 /16
DESIGN REVIEW 10/15/16
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SYM B. BY DATE
APPR.
DATE: 10/ 15/ 1 6
SHEET:
A-6
SHEET 6 OF 6
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CORNER RECORD
Document Number
city of CUPERTINO County of SANTA CLARA cawornia
Brief Iega1 Description LOT 30, TRACT NO. 4267, BK. 220 MAPS PG. 42.
CORNER TYPE COORDINATES
f (mil)
Government Corner ❑ control ❑ N.
I Meander ❑ Property ® E.
Rancho ❑ Other ❑ Zone Datum
Date of Survey SEPTEMBER 15, 2015 Kiev.
Corner — Left as found ❑ Found and tagged ❑ Established ❑ Reestablished ® Rebuilt ❑
Identification and We of comer found: Evidence used to identify or procedure used to establish or reestablish the comer.
FOUND MONUMENTS AS SHOWN ON TRACT NO. 4267, BOOK 220 OF MAPS, PAGE 42 ON
CENTERLINE OF HALE PLACE.
A description of the physical condition of the monument as found and as set or reset: SET 5/8"X24" RE —BAR WITH
PLASTIC CAP, STAMPED LS 6438 WAS SET AS SHOWN ON SKETCH.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction m conformance with
the land Surveyors' Act on SEPTEMBER 15, 2015 ,
Signed P.L.S. Number 6438
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 20 and examined
and filed 20 _. P.L.S. Number
Signed Title
County Surveyor's Comment
Pape f of 2
0
LEGEND
O FND. 4 3 ' I. PIPE IN MON, WELL, TAG IU(JIBLE,
o SET 5/"RE—BAR w/ CAP — LS 6438
PER BK. 220 MAPS PG. 42
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—ra'�PROPERTY LINE
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N00'03'55"W 320.00'
(56' R/W)
1.00'
DETAIL` ��+r
NND—SCALE
A
00'0 '55"W 0.00'
5 PU (220 M 4
5'WCE (220 14 42)
N: 326-40-012
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1.00' �2f
DETAIL DETAIL
NO —SCALE NO —SCALE