Combined Set_33.pdfADDITION FOR:
7577 IIEATIIERWOOD DRIVE,
CUPERTIN01 v
APNO0 359 -
(:A 9501,4
26-058
I PROJECT DATA AREAS I
ZONING DISTRICT:
R -1-6i
NUMBER OF FLOORS:
ONE (1) STORY
FIRE PROTECTION:
NO SPRINKLER
CONSTRUCTION TYPE:
V5
OCCUPANCY CLASSIFICATION:
R -3/U
=RONT=20'-0"9 (REAR=20'-0") (EACH
IDE=MIN. 5'-0" (COMBINE MIN. 15'-011)
,455RE V I AT I ONS:
ALL REFERENCES ARE TO 5E "CBC" UNLESS NOTED OTHERWISE.
-ALL CONSTRUCTION WORK 2016 CA MECHANICAL (2015 UMC),
SHALL COMPLY WITH: 2016 CA ELECTRICAL (2014 NEC),
-THE 2016 CALIFORNIA BUILDING 2016 CA FIRE (2015 IFC),
CODE (BASE CODE 2015 IBC), 2016 CA ENERGY CODE,
2016 CA RESIDENTIAL (2015 IRC), 2016 CA GREEN BUILDING CODE,
2016 CA PLUMING (2015 UPC), AND THE CUPERTINO MUNICIPAL
CODE.
SCOPE OF UJOfR<
I1. ADD 314.15 SQ. FT. TO EXTEND MASTER BEDROOM TO THE SACK YARD
AND REMODEL ITS 5ATHROOM PLUS ITS WALK IN CLOSETS.
I2. CONVERT 14423 SQ. FT. FROM GARAGE TO HA51TA5LE AREA. IN THIS
CASE CURRENT LAUNDRY ROOM WILL 5E USED AS NEW GUEST SUITE.
I3. REMOVE 50TH EXISTING WOOD BURNING FIREPLACES AT EXISTING
FAMILY AND LIVING ROOMS.
I4. CONVERT EXISTING DINING TO LIVING ROOM AND ADD NEW GAS BURN
FIREPLACE IN THERE.
15. CONVERT CURRENT LIVING ROOM TO NEW KITCHEN AS SHOWN ON PLAN.
16. CONVERT CURRENT KITCHEN TO DINING ROOM AS SHOWN ON PLAN.
1-1. EXTEND FOYER TO THE FRONT SIDE AND ADD COVERED PORCH.
16. MOVE FURNACE TO THE ATTIC.
15. REPLACE OLD WATER HEATER WITH NEW TANKLESS IN THE GARAGE.
LOT SIZE ...................................... 9,430 SQ. FT.
MAXIMUM ALLOWABLE FLOOR AREA RATIO (%45x5,42S-06) ... 4,243.66 SQ. FT
MAXIMUM ALLOWABLE LOT COVERAGE (9045 x 9,429.06) ..... 4,243.66 SQ. FT,
MAX. ALLOWABLE 5UILDING HEIGHT ............................... 28'-0"
EXISTING BUILDING AREA:
EXISTING GARAGE ............................ 514.66 SQ. FT.
EXISTING LIVING AREA .......................2,096.88 SQ. FT.
EXISTING ENCLOSURE COVERED PORCH ..........11BO SQ. FT.
TOTAL EXISTING BUILDING AREA ............. 2089.04 SQ. FT.
PROPOSED BUILDING AREA:
PROPOSED GARAGE ................................ 44'133 SQ. FT.
EXISTING LIVING AREA TO REMAIN .................... 2,096.88 SQ. FT.
EXISTING GARAGE CONVERTED TO HA51TA5LE AREA ..... 6-133 SQ. FT.
EXISTING ENCLOSURE PORCH CONVERTED TO HA51TA5LE AREA ... 11.5 SQ. FT.
NEW ADDITION TO THE REAR SIDE 3141S SQ. FT.
TOTAL PROPOSED BUILDING AREA .................. 3,063.83 SQ. FT.
EXISTING FLOOR AREA RATIO .....
2,68S.04
SQ. FT. =
io
28.51
PROPOSED FLOOR AREA RATIO...
3,063.83
SQ. FT. =
ro
32.45
EXISTING LOT COVERAGE ......... 3,258.06
SQ. FT. =
ro
34.54
PROPOSED LOT COVERAGE
........ 3,155.51
SQ. FT. _
9-'
39.82
REFER TO THIS SHEET FOR MORE
DETAIL ON AREA CALCULATIONS.
I DfRAWING:s INEDEX I
10. CREATE 50X CEILING IN THE DINING, FOYER AND MASTER 5EDROOM. ARCHITECTURAL:
11. CREATE POWDER ROOM IN THE HALLWAY. AO COVER SHEET
T-1 TOPOGRAPHIC SURVEY MAP
GON5UL t AN
t � Al EXISTING AND PROPOSED SITE PLANS
I I A2 EXISTING, DEMOLISHING FLOOR PLAN
A3 EXISTING, DEMOLISHING ROOF PLAN
D E S I CANER: BAY AREA DESIGN AND CONSTRUCTION A4 PROPOSED FLOOR PLAN
CONTACT: PAYMAN FARZANEH A5 PROPOSED ROOF PLAN
8-11 EAST HAMILTON AVE., SUITE "D" , CAMPBELL, CA 95008 A6 FRONT AND RIGHT ELEVATIONS
TEL: (408) 209 8942 Al REAR AND LEFT ELEVATIONS
SURVEYOR
SMF ENGINEERS BMP CONSTRUCTION 5EST MANAGEMENT PRACTICES
CONTACT: SAEED RAZAVI
1534 CAR05 LANE, LOS ALTOS, CA 94024
TEL: (650) 941-8055 FAX: (650) 941-8-155
I STRUCTURAL :
ITITLE 24:
PARCEL 1 IAF VICINITY
t
O F F I C E O F C 0 U N T Y A S S E S S O R S A N T A C L A R A C O U N T Y C A L F O R N 111 Goifland USA •�•
BOOKF PAGE ?" r
359 26 K S
r
R Loyola - - •• '° "r� ^ �•� ? E kemnn[0.ve 62 N
62 C
24 � Santa Clara Central Park YO
K1_sa as
TRACT N0.2167, 100-M-8 \SJ Eltnme.1-d Rd Hw t.6 Rd
- DUMAS _ WESTLYN - UNIT No.1 DRIVE - 06
Rancho San ^
Antonio Open Apple Infinite Loop `y
1 e° so Space Preserve 6s De Anza P""oAvo
2 3 4 5 6 '�7 8 9 10 oI 11 12 0 13 0 14 °` 1" = 100' r College Wes]
- _ Community
65 66 67 68 69 70 71 72 73 74 75 76 77 N
so as ,1 as' a7 556s 5 B66fi P m Education
,
°° °° _
�_.� � sem..
27 a aaawslvd Cupertino s<.-C-IONd ��'
', 85 ', 84 , 83 ,, ��82 ', 81 ; 80 ', 9 78 e• O m W
25 m 27 �', 26 25 24 23 22 21 20 19 18 17 i6 15 a 8 e Juni ero M 5121
MS£lellan Rd
Permanente John teryra Fwy : y
QTR. N°. 2168 Rug 2 _ Mise Park �.
PROJECTDEI LA FARCE °R I"E5 113-M _2
R� DRIVE = 7577 Heatherwood Drive
6,i/Ilnyn; Rrl .h
6, 09 42 9 °
SITE �5 a p3°, Sam e o ° sn Rs° so 60° Rha o 104 ,ta,?pe
X28 29 m 30 m 31 32 ? 33 34 T; 35 0 36', 378; 38 r 39 40"; 41 ,�- SteYenSCreCk 8' WEST VALLEY
91 0 92 93 94 0 95 -' 96 0' 97 0 98 o'i 99 100 0 101 0l 102 103 m 105 County Park
T .6 ° �e��T.^s° qy1"boy, pt CalabazasParke WEST SAN JOSE y:
L79 61 60 }'59 58 57 56 28 29 30 31 32 33 3457 56 55 m 54 53 m, 52 51 50 49 48 47 $' 46 45 g! 44 picchetO Ranch Open Philp ctpd87 11 87 87 u o5 s° Space Preserve
TR. No. 2539R _ _5�TR. No. 2483 _ _ _R�e1 _ 61 TR No. 1939 _ RU9 ���5
LAURELHURST-UNJ�No.4 HEATHERWOOD-- LAURELHURST-UN. No.3 LAURELHURST-UN. No.1 DRIVE-
120 -M -50N 112-M-35 84-M-32 Fremont 01der ¢
Open Space p�
zl< Preserve Y BucknAl Rd
o�
30 0 28 as ea. Ave
LAWRENCE E. STONE - ASSESSOR
Colostral map (a msesanenl Wryose% mly.
Compiled under R. & 1. Code, Sec. 321.
EHecUw Rdl near 20,8-20,9
' O McCoy 4s
Champagne o
Fountain a A
West Valley
FFROFOSED SAVE AfREA
SC: 1/16" = 1'-0"
EXISTING LOT COVERAGE = 661.68 + 3,063.83 + 30 = 3,155.51 SQ. FT.
COVERED PORCH AREA
EAVE AREA
51JILDING AREA
EXISTING SAVE AF.,EA
SC: 1/16" = 1'-0"
EXISTING LOT COVERAGE = 569.02 + 2,685.04 =3,258.06 SQ. FT.
51JILDING AREA
EAVE AREA
PROPOSE GARAGE ........ "G" ............................... 441.33 SQ. FT.
EXISTING LIVING AREA TO REMAIN .... "C" + "D" + "E" 2 096.88 SQ. FT.
EXISTING CONVERTED GARAGE TO HA51TA5LE AREA.. "H" + "5" 6-1 33 SQ. FT.
NEW ADDED AREA TO THE REAR SIDE ......... "K" + "F" .. 452.29 SQ. FT.
TOTAL PROPOSED BUILDING AREA ........................... 3,063.83 SQ. FT.
SPACES
SIZES
COMMENTS
AREAS (SQ. FT.)
GARAGE AREA
G
22'-0"x20'-4"
REMAINING EXISTING GARAGE
44133
EXISTING
HA51TA5LE AREA
C
24'-5"x29'-11"
TO 5E REMAINED AS HABITABLE AREA
130.46
D
15'-6"x24'-11"
TO 5E REMAINED AS HA51TA5LE AREA
386.21
E
26'-II"x36'-5"
TO 5E REMAINED AS HABITABLE AREA
98021
CONVERTED TO
HABITABLE AREA
H
22'-0"x3'-0"
CONVERTED TO HABITABLE AREA
66210
5
0'-8" x 2'-0"
CONVERTED TO HA51TA5LE AREA
133
F
15'-b"x5'-0"
CONVERTED TO HABITABLE AREA
1150
NEW ADDITION
K
21'-5"x17'-6"
EXTENDED MASTER BEDROOM
314.79
PROPOSE GARAGE ........ "G" ............................... 441.33 SQ. FT.
EXISTING LIVING AREA TO REMAIN .... "C" + "D" + "E" 2 096.88 SQ. FT.
EXISTING CONVERTED GARAGE TO HA51TA5LE AREA.. "H" + "5" 6-1 33 SQ. FT.
NEW ADDED AREA TO THE REAR SIDE ......... "K" + "F" .. 452.29 SQ. FT.
TOTAL PROPOSED BUILDING AREA ........................... 3,063.83 SQ. FT.
EXISTING GARAGE ........ "A" + 115" ..............514.66 SQ. FT.
EXISTING LIVING AREA .... "C" + "D" + "E" . 2,096.88 SQ. FT.
EXISTING ENCLOSURE COVERED PORCH .... "F"..... 11.50 SQ. FT.
TOTAL EXISTING 5UILDING AREA ............... 2,68S.04 SQ. FT.
REVISIONS
SPACES
SIZES
COMMENTS
AREAS (SQ. FT.)
GARAGE AREA
A
22'-0"x23'-4"
GARAGE TO BE REDUCED
51333
5
0'-8" x 2'-0"
TO BE CONVERTED TO HABITABLE AREA
133
HABITABLE AREA
C
24' -5"x29' -II"
TO 5E REMAINED AS HA51TA5LE AREA
130.46
D
15'-6"x24'-11"
TO 5E REMAINED AS HA51TA5LE AREA
38621
E
26'-II"x36'-5"
TO BE REMAINED AS HABITABLE AREA
98021
ENCLOSURE PORCH
F
TO 5E CONVERTED TO HA51TA5LE AREA
1750
EXISTING GARAGE ........ "A" + 115" ..............514.66 SQ. FT.
EXISTING LIVING AREA .... "C" + "D" + "E" . 2,096.88 SQ. FT.
EXISTING ENCLOSURE COVERED PORCH .... "F"..... 11.50 SQ. FT.
TOTAL EXISTING 5UILDING AREA ............... 2,68S.04 SQ. FT.
REVISIONS
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CONT MP FND- B 100-103 X CP MAG PENNY
_ss-- ---mss �S ss - X2 S-- - S-- 5-- --
AC RIM -2`3021
r I I t_I I III 26232 N89' 58' 00"W _ /71 III
OT 1-f 11-1 WOO DRIVE �&0, Wj[)nwX/AC .48 - - X428°�g� -
ACAC
SD SD -SD -- --SD -- --SD
SOM
SD
WIDTH OF THE LOT AT FRONT PARD SETBACK LINE (20 FEET) ..... 81 FEET
MIN. USEABLE REAR PARD ................ (81.00' X 20') = 1,140 SQ. FT.
EXISTING USEABLE REAR YARD ....... (8100'X 28'-8") = 2,494 SQ. FT.
MAXIMUM BUILDING ADDITION ALLOWED ....... 2,4134 - 1-140 = -I54 SQ. FT.
MINIMUM SETBACK ALLOWED WITH MINOR RESIDENTIAL PERMIT = 10 FT.
PROVIDED PER DIMENSION SHOWN BELOW .... (8'-10" x 21'-5") = 189.18 SQ. FT.
I. IF THE PROJECT DAMAGES THE CITY'S SIDE WALK,
DRIVEWAY, OR CURB AND OTHER AS A RESULT OF
CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER
WILL 5E RESPONSIBLE TO REMOVE AND REPLACE
ANY DAMAGES AS DIRECTED 5Y THE PU5LIC
WORKS INSPECTOR AN ENCROACHMENT PERMIT WILL
ALSO 5E REQUIRED.
2. CONTRACTOR SHALL PROTECT EXISTING TREES AND
TREE ROOTS FROM ANY DAMAGE. TREE PROTECTION
SHALL 5E INSTALLED PER CITY DETAIL 6-4.
EXISTING FRUIT
TREE t0 REMAIN
211.1101 .00 1 50S O 5S1 00 I I E
HO - H - G HO- HO - X HO - 21198- HO 7R GRD HO - HO -
S ED o 10" TREE 292 0 GROUND X GRD
' 1
X 10"T - - - - - _ - S s EXISTING 20" HIGH
292.10 292.01 BW _ - - - - - - - W X291.90 BLOCK WALL TO REMAIN
I - WALL X B 92.16 B��Z ------ ------ RD
1 -0" EENHOUSE X 21'_5" �������� Z���T� - GRD
2.12/>.BW 1.0 CNC ; �a�a�� zZZ
10'-0" REAR SETBACK 292 X BIN 1.0 CNC -10 : L=NE� _ - EXISTING TRELLIS TO
AND P.S.E. LINE \rD F)ate `� - pj BE REMAINED
O- = 292.22���� ��ZCNC�� - 20 GROUND
1 C 291.91 1 V-0" HIGH
-' -�__ ... WOOD FENCE
2% DNEW292.10 - ��Zy��Z�Z�7v
O - Z=______ME______= EXISTING POST TO 5E
REQUIRED �Q 292.1 ��•__•� � � � sS S/ = 4 � Q � �E1'�A1dE1z, tYP• �IN•o.
20'-0" REAR SETBACK I -' REE H S 9 7 Q Z 292.26 1.74
291.99
2 .0 2 D 9.17 U' C- 292.21 END
GRD 2 TO RI C 292.25 BW EXISTING FIREPLACE
1 N CNC 1 56 t0 BE REMOVED
292.11 9 4 21 X CON(. 292.34 RD
EXISTING 200 GRD
2K,0 B X - LANbSCA AN 1 N0 CNC 2.15
AMPS. ELECTRICAL ° e C -@BRI X BRI X
METER t0 REMAIN FF e ° e BX
° d d
91.98
SHED ° RD 1
ONE STORM' ° X292 2
° °
I� SINGLE FAMIL'I'
A RESIDENCE ° 1 f/ o
N n F.F. = 2 93.0' ° ° ° ° ° ° 2.Ij4 4 Z
a° °�� -N CaQ
°W.
o NU °
� _j
°��
w�1 1
(O Z 1Lu 2 d R�96 d,1 `
1.1-1 � d ° W d� ° E 1 °
a �1
d
a° x 292.0
° CNC
w Ca X d 92.42v °° ° d d
z 29�. 5 N
cYl,1 GRA CONVERTED g A 1
°a
1 291.84 CONVERTED ° ° d
291.71 1 y,
GRD STP - -
LANDSCAPE
/ 91 8 • 292.03A\
293.65X GRD RD CNC ° d ° EXISTING
GRD X292.03
W END NO X 291.75 1.
d AC LOCATION
1 2986 a 9 a
X291.97 GRD GRD X a ° C POC 1 TO REMAIN
1 °\o GRD 291.92 TWO GAR- � 1.81
OI CN 291.83 CNCXX291.98 GARAGE
EXISTING
X292.00 C POC CNC F.5._ 291.90' " e d x291. GAS METER
GRD x291.86 ° CNC TO REMAIN
1 GROUND CNC 291.87 °° CON(' ° 1
293.48 X 1 EXISTING CNC X ° d
° °
TW 291.66 GONG.
_ GRDX DRIVEWAY 1.86 d d
83 291.87 C 69
O X291.75_ 291.65C POC SSC_0_? 291.5.2 D
- --- --- ---
C POC XCNC 91.72 X291.62 GRD 1
C P GRD SSS 1/411 AL
BLOCK WALL 6'OTREE 291.44
TO REMAIN GRD X 9,11 291.77
X291.89 0\° XGRD X2
291.51 6"T GRD G
N
C POC 91.53 m BS BL.E I I I I1
�
o\°� C POC cYl m
291.p��TREE TREE DRIP
I X291.3 X 90.35
X291.36 OR LINE (TYPICAL) Q X291.41 0 RD
CNC GRD
291.33 X 291.43 X
f 9TR C POC GRD
GRD (0'6iF4 GROUN 1
6»T 1
6 0.78 289.97
= ORDX XGR - - - -X290.60 - - - - ?qaj;; - GRID X 289 x289.60
xnnn E7
1 GRD I
BOW BOW DW CNC C X C 9 BOW BRI X BOW DW
CON( 290.90 290.62 CON(
GROUND
CX 290.97 290.66 CX 289.45 X289.32
C- 290. 9GB GB x290.51 C- SAIRD NTS 289.50 CX 289.34 GB
X291,25 29.74 GR GRD 289.37GRR
GROUND GRD X X X290.61 x290.3 X290.45 gSTND PIPE AlVEN 3 289.18
290.76 CONC 29 40 290.43 GRD 2" GROUND GRD 2 CX 289.18
290.93 SL CX C_ X GRD X289.58 B89.4,Q89,12 89.2 X89.10 TO DW
FC C TO DW TO FC@S TC = FC
290.60 290.16 289.60 289.31 288.82
EP EP EP EP 0 CB X EP
M
U)V0290.99
010V03
WV OW.79 WV
WV
291.25
CONT MP FND 2 9.73 289.72
31 100-103 X CP MAG PENNY
"s-- --�S_ ss -- X2 S-- - -- --mss-- --
ss
AC RIM:2S02-I
26232 N89' 58' 00"111 (-0,
_ /�W��X�
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AC Or EAtHERWOOD DfRIVE /AC -
AC
__ss- XSD �4_
- --
SDM - - D :C2 "•��" - - - -SD SD SD
SD II
GRAPHIC SCALE
FLA 0 4 8 16 32
( IN FEET )
1 inch = 8 ft.
REVISIONS
0.78
289.97
= GRDX
XGR - -
- -X290.60
��05
GRDX
X
x289.60
- - -
- -
01
o
N
�
BOW BRI X
BOW DW
1GRD I
BOW BOW DW CNC C X C_ 9 0
CONC
290.90
290.62 CONC
q
W
w
GROUND
CX 290.97290.66
CX
O
STAND
289.45
NTS 289.50
X289.32
C-
X291.25
290. 9GB
29 .74 OR
X X
Gg x290.51 C-
GRD X290.61
X290.45
Z
CX 289.34 GB
AS289.37GR'GROUND 289.18
GRD
290.76 CON(
290.43
X290.3
2 �� g
TND PIPE AT VEN
3
290.93
CX
29 40 GRD
X GRD
2" tlE GROUND GRD
Ci
X289.58
B89.489.2
CX 289.18
X89.10
awn
1�
O
SL
C_
C�
,Q89_12
TO DW
FC
C
TC DW
TO FC@S
TO
=
FC
290.60
w
290.16
289.60
289.31
26
CB X
288.82
EP
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EP
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EP
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O4M.03
WV
DATE 01/06/19
00N,79 79
DRAWN 5K
JOB
WV
WV
291.25
219.73 289.72
CONT MP FND- B 100-103 X CP MAG PENNY
_ss-- ---mss �S ss - X2 S-- - S-- 5-- --
AC RIM -2`3021
r I I t_I I III 26232 N89' 58' 00"W _ /71 III
OT 1-f 11-1 WOO DRIVE �&0, Wj[)nwX/AC .48 - - X428°�g� -
ACAC
SD SD -SD -- --SD -- --SD
SOM
SD
WIDTH OF THE LOT AT FRONT PARD SETBACK LINE (20 FEET) ..... 81 FEET
MIN. USEABLE REAR PARD ................ (81.00' X 20') = 1,140 SQ. FT.
EXISTING USEABLE REAR YARD ....... (8100'X 28'-8") = 2,494 SQ. FT.
MAXIMUM BUILDING ADDITION ALLOWED ....... 2,4134 - 1-140 = -I54 SQ. FT.
MINIMUM SETBACK ALLOWED WITH MINOR RESIDENTIAL PERMIT = 10 FT.
PROVIDED PER DIMENSION SHOWN BELOW .... (8'-10" x 21'-5") = 189.18 SQ. FT.
I. IF THE PROJECT DAMAGES THE CITY'S SIDE WALK,
DRIVEWAY, OR CURB AND OTHER AS A RESULT OF
CONSTRUCTION ACTIVITIES, THE PROPERTY OWNER
WILL 5E RESPONSIBLE TO REMOVE AND REPLACE
ANY DAMAGES AS DIRECTED 5Y THE PU5LIC
WORKS INSPECTOR AN ENCROACHMENT PERMIT WILL
ALSO 5E REQUIRED.
2. CONTRACTOR SHALL PROTECT EXISTING TREES AND
TREE ROOTS FROM ANY DAMAGE. TREE PROTECTION
SHALL 5E INSTALLED PER CITY DETAIL 6-4.
EXISTING FRUIT
TREE t0 REMAIN
211.1101 .00 1 50S O 5S1 00 I I E
HO - H - G HO- HO - X HO - 21198- HO 7R GRD HO - HO -
S ED o 10" TREE 292 0 GROUND X GRD
' 1
X 10"T - - - - - _ - S s EXISTING 20" HIGH
292.10 292.01 BW _ - - - - - - - W X291.90 BLOCK WALL TO REMAIN
I - WALL X B 92.16 B��Z ------ ------ RD
1 -0" EENHOUSE X 21'_5" �������� Z���T� - GRD
2.12/>.BW 1.0 CNC ; �a�a�� zZZ
10'-0" REAR SETBACK 292 X BIN 1.0 CNC -10 : L=NE� _ - EXISTING TRELLIS TO
AND P.S.E. LINE \rD F)ate `� - pj BE REMAINED
O- = 292.22���� ��ZCNC�� - 20 GROUND
1 C 291.91 1 V-0" HIGH
-' -�__ ... WOOD FENCE
2% DNEW292.10 - ��Zy��Z�Z�7v
O - Z=______ME______= EXISTING POST TO 5E
REQUIRED �Q 292.1 ��•__•� � � � sS S/ = 4 � Q � �E1'�A1dE1z, tYP• �IN•o.
20'-0" REAR SETBACK I -' REE H S 9 7 Q Z 292.26 1.74
291.99
2 .0 2 D 9.17 U' C- 292.21 END
GRD 2 TO RI C 292.25 BW EXISTING FIREPLACE
1 N CNC 1 56 t0 BE REMOVED
292.11 9 4 21 X CON(. 292.34 RD
EXISTING 200 GRD
2K,0 B X - LANbSCA AN 1 N0 CNC 2.15
AMPS. ELECTRICAL ° e C -@BRI X BRI X
METER t0 REMAIN FF e ° e BX
° d d
91.98
SHED ° RD 1
ONE STORM' ° X292 2
° °
I� SINGLE FAMIL'I'
A RESIDENCE ° 1 f/ o
N n F.F. = 2 93.0' ° ° ° ° ° ° 2.Ij4 4 Z
a° °�� -N CaQ
°W.
o NU °
� _j
°��
w�1 1
(O Z 1Lu 2 d R�96 d,1 `
1.1-1 � d ° W d� ° E 1 °
a �1
d
a° x 292.0
° CNC
w Ca X d 92.42v °° ° d d
z 29�. 5 N
cYl,1 GRA CONVERTED g A 1
°a
1 291.84 CONVERTED ° ° d
291.71 1 y,
GRD STP - -
LANDSCAPE
/ 91 8 • 292.03A\
293.65X GRD RD CNC ° d ° EXISTING
GRD X292.03
W END NO X 291.75 1.
d AC LOCATION
1 2986 a 9 a
X291.97 GRD GRD X a ° C POC 1 TO REMAIN
1 °\o GRD 291.92 TWO GAR- � 1.81
OI CN 291.83 CNCXX291.98 GARAGE
EXISTING
X292.00 C POC CNC F.5._ 291.90' " e d x291. GAS METER
GRD x291.86 ° CNC TO REMAIN
1 GROUND CNC 291.87 °° CON(' ° 1
293.48 X 1 EXISTING CNC X ° d
° °
TW 291.66 GONG.
_ GRDX DRIVEWAY 1.86 d d
83 291.87 C 69
O X291.75_ 291.65C POC SSC_0_? 291.5.2 D
- --- --- ---
C POC XCNC 91.72 X291.62 GRD 1
C P GRD SSS 1/411 AL
BLOCK WALL 6'OTREE 291.44
TO REMAIN GRD X 9,11 291.77
X291.89 0\° XGRD X2
291.51 6"T GRD G
N
C POC 91.53 m BS BL.E I I I I1
�
o\°� C POC cYl m
291.p��TREE TREE DRIP
I X291.3 X 90.35
X291.36 OR LINE (TYPICAL) Q X291.41 0 RD
CNC GRD
291.33 X 291.43 X
f 9TR C POC GRD
GRD (0'6iF4 GROUN 1
6»T 1
6 0.78 289.97
= ORDX XGR - - - -X290.60 - - - - ?qaj;; - GRID X 289 x289.60
xnnn E7
1 GRD I
BOW BOW DW CNC C X C 9 BOW BRI X BOW DW
CON( 290.90 290.62 CON(
GROUND
CX 290.97 290.66 CX 289.45 X289.32
C- 290. 9GB GB x290.51 C- SAIRD NTS 289.50 CX 289.34 GB
X291,25 29.74 GR GRD 289.37GRR
GROUND GRD X X X290.61 x290.3 X290.45 gSTND PIPE AlVEN 3 289.18
290.76 CONC 29 40 290.43 GRD 2" GROUND GRD 2 CX 289.18
290.93 SL CX C_ X GRD X289.58 B89.4,Q89,12 89.2 X89.10 TO DW
FC C TO DW TO FC@S TC = FC
290.60 290.16 289.60 289.31 288.82
EP EP EP EP 0 CB X EP
M
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010V03
WV OW.79 WV
WV
291.25
CONT MP FND 2 9.73 289.72
31 100-103 X CP MAG PENNY
"s-- --�S_ ss -- X2 S-- - -- --mss-- --
ss
AC RIM:2S02-I
26232 N89' 58' 00"111 (-0,
_ /�W��X�
.48 - - X428°,g2
AC Or EAtHERWOOD DfRIVE /AC -
AC
__ss- XSD �4_
- --
SDM - - D :C2 "•��" - - - -SD SD SD
SD II
GRAPHIC SCALE
FLA 0 4 8 16 32
( IN FEET )
1 inch = 8 ft.
REVISIONS
BY
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DATE 01/06/19
SCALE
DRAWN 5K
JOB
SHEET
Al
OF SHEETS
200 AMP.
ELECT. ME
LINE OF ADDITION. SEE SHEET "A3"
2X 2 OSLD.
PDR, PT. 6'-8"
I I
I I
x `Q
OE mx
14'-ro"
SOx3O
PDR. PT. 6'-8" f
MASTER
BEDROOM
CL's, HT,
CORRIDOR
CL'G, PT,
BATH STT C
NO. 2
w
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HOOD AE30YE
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NO. 3
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10Ox5O
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COAT
CL.
LIVING
PT.
-----------------------------------
C- - - - - - - - - - - - - - - - - - - - - - -
C- - - - - - - - - - - - - - - - - - -
C- - - - - - - - - - - - - -
C- - - - - - - - - - - - - - - - -
C �
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60x40 SLD.
PDR. PT. 6'-8"
DINING
CL'G. PT.
2ax6$
DR.
1
6"
19' -II"
68'-10"
8.5 k: SOx68 SLD. DR
FAMILY
CL's. NT.
� o
0- LAUNDRY /
NOOK MUD ROOM
CL'G, PT, CL'G. PT.
vo o vo
4405LD. WA -4.
HDR HT. 6'-8" FUR. 5..
2 >4B
I
2 CAR
GARAGE
22' 4"
6"
FP.
1/2 BATH a
Do
WALL LEGEND:
EXISTING 2x STUD WALL TO REMAIN
NEW 2x STUD WALL PER STRUCTURAL PLAN
o AC
8= 21-011 �
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80x30 SLD.
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a
BY
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PORCH
�'
CL'G. kkT.
Q
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ego
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4x10 FL
AT 1'-8"
FROM PORCH =
6"
19' -II"
68'-10"
8.5 k: SOx68 SLD. DR
FAMILY
CL's. NT.
� o
0- LAUNDRY /
NOOK MUD ROOM
CL'G, PT, CL'G. PT.
vo o vo
4405LD. WA -4.
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22' 4"
6"
FP.
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WALL LEGEND:
EXISTING 2x STUD WALL TO REMAIN
NEW 2x STUD WALL PER STRUCTURAL PLAN
o AC
8= 21-011 �
m�
80x30 SLD.
PDR. HT, 6'-8"
a
BY
Q
�
N
GAS
METER
GRAPHIC SCALE
0 2 4 8 16
( IN FEET )
1 inch = 4 ft.
REVISIONS
BY
T
0
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0
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lu LU
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DATE
01/06/I9
SCALE
1/4"=1'-0"
DRAWN
BK
JOB
SHEET
A2
OF
SHEETS
FINISH FLOOR
(TYP.)
EXISTII-s CHIMNEY
TO BE REMOVED
T.P. 8'-0" FROM
GARAGE SLAB
GRAPHIC SCALE
0 2 4 8 16
( IN FEET )
1 inch = 4 ft.
REVISIONS
BY
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DATE
01/06/19
SCALE
DRAWN
®K
JOB
SHEET
14 =03
OF
SHEETS
E> 40SLD.
HDR.=6'-8"
0
F_
n
n
VJ
X
w
EXISTING 200 AMP.
ELECT. METER TO REMAIN
LINIER DRAINAGE
0
E � 40SLD.
60 IN. WALL -MOUNT LINEAR
ELECTRIC FIREPLACE,
NAPOLEON PRODUCT,
C --------------------------------
C— — — — — — — — — — — — — — — — — — — — — — — -
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C— — — — — — — — — — — — — — -
C— — — — — — — — — — — -
--------------------------------
C JOL
C -
(N) 4X4 POST®
O Xf0 ALL. L./1C
erx3- SLD.
HDR. HT. 6'-8"
WALL LEGEND:
NEW 2x STUD WALL PER STRUCTURAL PLAN
EXISTING 2x STUD WALL TO REMAIN
e
N
EXISTING
GAS METER
TO REMAIN
GRAPHIC SCALE
0 2 4 8 16
( IN FEET )
1 inch = 4 ft.
REVISIONS
6
264'
6
t
ESS
WATE
R.
I -EAT
R
T
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N
(P m
22' 10"
ve
W
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21'-4"
n
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HDR. HT. 6'-8"
WALL LEGEND:
NEW 2x STUD WALL PER STRUCTURAL PLAN
EXISTING 2x STUD WALL TO REMAIN
e
N
EXISTING
GAS METER
TO REMAIN
GRAPHIC SCALE
0 2 4 8 16
( IN FEET )
1 inch = 4 ft.
REVISIONS
BY
T
N
(P m
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W
Ca J
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DATE
01�06�I9
SCALE
DRAWN
tax
JOB
SHEET
A-4
OF
SHEETS
C ��-------------------------------_7771
FINISH FLOOR
(tYP.)
ROOF LEGEND:
0
0
OOF NOTES:
EXISTING; ROOF FRAMING; TO REMAIN
NEW ROOF FRAMING PER STRUCTURAL PLAN
ROOF SLOPE IS TO BE 14:12 .
ARROWS INDICATE DIRECTION OF ROOF SLOPE .
PLATE HEIGHT IS SHOWN ON THE PLAN .
OVERHANGS ARE TO BE 20" TO BE MATCHED W/ EXISTING.
PROVIDE EAVE VENTS FOR ATTIC VENTILATION PER C.B.C. TYPICAL.
INSTALL G. I. MATERIAL ROOF JACKS FOR PLUM51NG VENTS, ETC. AS REQUIRED.
T.P. &'-0" FROM
GARAGE SLAB
10IG�_\2:1to] w•Yf1_\I I
( IN FEET )
1 inch = 4 ft.
REVISIONS
BY
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DATE
01/06/19
SCALE
DRAWN
®K
JOB
SHEET
,45
OF
SHEETS
io
G,
19
O
e --" . A ---I A I
TOP
e
FINISH FL.
A I T_Ljrq _tt I V I V pC liCrILo; cV
BE REMOVED
SC: 1/411=11-011
NEW ROOF FRAMING AND
MATERIAL PER ROOF NEW TRANSOM WINDOW PER FLOOREXISTING ROOF MATERIAL
PLAN ABOVE THE PORCH F—PLAN ABOVE THE ENTRY DOOR
F'ER (E) ROOF PLAN
12"
t4
EXISTING WOOD
SIDING TO REMAIN STONE VENEER
(TYP.) AS SHOWN
M-7 1r;
— ri7i 7!
NEW ENTRY DOOR
PER FLOOR PLAN
1 IV 1 Vn 1 V 1-14.0 1P 11\
EXISTING fRIGHT ELEVATION
SC: 1/411=11-011
m
GARAGE TOP PL.
GARAGE FINISH SLAB
SC: 1/411=11-011
EXISTING GAS
METER TO REMAIN
EA5T VIEW
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1
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29.74 GBJX290,51 2 TREE 2 TREE 289.37G
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GROUND GRD SL X 29076 CONC RD290.43 xGRD61 GROUND GRD 1.C28XX918
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TP
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7577 HEATHERWOOD DR.
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APN: 359-26-058
90.22
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( IN FEET )
1 inch = 10 ft.
BOW DW
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40
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C -
287.64
287.16
57.28
LEGEND:
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S89° 59' _00"E
- - - -
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sH D
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10 TREE
1
---
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ENCLOSED GRD 29222
Wv
THE GROSS AREA OF LAND OF RECORD IS 9,430 SQ. FT. f.
GARDEN C- WOOD POST 5 CNC 292.2 GROUND
GROUND W.S.E. BW 91
X2923 �TYPJS�AL� J
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G GRD
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29.74 GBJX290,51 2 TREE 2 TREE 289.37G
X291.25 290.45 289 AIR VENT ST
ND PIPE Al VE
GROUND GRD SL X 29076 CONC RD290.43 xGRD61 GROUND GRD 1.C28XX918
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CONT MP FND - BS 10 -103 X CP MAG PENNY
__ss_ SS - - - - SS - - - - SS - - - - - - - Q___�S - - - - �S - -
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EP
7577 HEATHERWOOD DR.
CUPERTINO, CA 95014
APN: 359-26-058
90.22
EP
LJ 0
z z
Q
o mm
(n 0 N `L
0 00
J ocn
0U)
= cn Q
m
i
z
0 AC
O290.48
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N
HO -
SCALE 1"= 10'
GRAPHIC SCALE
0 5 10 20
( IN FEET )
1 inch = 10 ft.
BOW DW
I, V IN I,
EP
MIN
GROUND
HO -
40
HO -
BOW
C -
287.64
287.16
57.28
LEGEND:
tk90.23
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y -O290.10
FH
- - - - - -
PROPERTY LINE
1" = 10'
EXISTING LOTS
GUTTER
CENTERLINE
J. N.
EASEMENT LINE
- - - -ss
SANITARY SEWER LINE
------SD
STORM DRAIN LINE
- off
OVERHEAD POWER LINE
3/22/2019
WOOD FENCE
Wv
THE GROSS AREA OF LAND OF RECORD IS 9,430 SQ. FT. f.
x
WATER VALVE
POWER POLE
3.
FIRE HYDRANT
@
SURVEY MONUMENT
e
TRAFFIC LIGHT
ABBREVIATIONS:
AC
ASPHALT
AD
AREA DRAIN
ANC
ANCHOR
C&G
CURB AND GUTTER
CB
CATCH BASIN
DW
DRIVEWAY
EB
ELECTRIC BOX
EP
EDGE OF PAVEMENT
FH
FIRE HYDRANT
GM
GAS METER
GV
GAS VALVE
P.S.E.
PUBLIC SERVICE EASEMENT
PP
POWER POLE
B. S. B. L.
BUILDING SETBACK LINE
SDMH
STORM DRAINAGE MANHOLE
SSMH
SANITARY SEWER MANHOLE
CO
CLEAN OUT
VG
VALLEY GUTTER
WM
WATER METER
W.S.E.
WIRE SERVICE EASEMENT
DISCLAIMER
MP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN.
OTE:
HIS 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:
RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:120 PAGE:50 WHICH IS FILED IN
THE COUNTY OF SANTA CLARA RECORDER'S OFFICE.
SITE BENCHMARK:
SURVEY CONTROL SET MAG NAIL ELEVATION=291.25'
PROJECT BENCHMARK:
SANTA CLARA VALLEY WATER DISTRICT BM #1084 ELEV:344.09 (NAVD 88 DATUM)
EP
tk90.23
` C
y -O290.10
FH
Scale:
CONC CURB &
1" = 10'
GUTTER
J. N.
NOTES:
_;7Y88.05
1.
ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF.
C co
3/22/2019
X288.05
2•
THE GROSS AREA OF LAND OF RECORD IS 9,430 SQ. FT. f.
AC
3.
THE SURVEY WAS BASED ON A TITLE REPORT DOC.# FSBC-TO19000140 BY FIDELITY
NATIONAL CO. DATED FEBRUARY 22, 2019, RECORDED IN SANTA CLARA COUNTY.
---SD -
4.
ALL EXISTING BUILDINGS ARE WOOD.
'-ONC CURB &
5.
FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED.
GUTTER
6.
THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH
28770
P
THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON
87.60
ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN
FC
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.
289.87
EP
C29018
W VJ NV
tk90.23
` C
y -O290.10
FH
Scale:
1" = 10'
Prepared by:
J. N.
Checked by:
S. R.
Date:
3/22/2019
Project No:
219035
PRELIMINARY
TOPOGRAPHIC SURVEY MAP
ymwilr.l
T-1
O REVISIONS DESIGN DESIGN CITY APPR.
BY I DATE APPR. DATE
CITY OF CUPERTINO