Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
R-2018-31 Plan Set.pdfONE MIEW HOMO
pM @ M(K� M(D)RHO H(BUIR
.... ......................
........ ........�
0
0
NEW DRIVE WAY APPROACH W/ 6' TRANSITION ON EACH
1.
APPROVAL OF THESE PLANS DOES NOT RELEASE THE
JOB LOCATION: 10047 CRESCENT ROAD
1.
A PLOT PLAN SHALL BE PREPARED DESCRIBING THE
' ' ' ' ' ' ' ' . . ' . . ' ' . ' ' .
�i
JURISDICTION: CITY OF CUPERTINO
RELATIONSHIP OF PROPOSED GRADING AND UTILITY
• • • • • . • • • • • .
SIDE. EDGE IN DRIVE WAY SHALL BE MIN. 6' FROM
PROPERTY LINE. SAW CUT 1' OF EXISTING AC PAVEMENT
OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY
APN: 326-16-027
TRENCHING TO THE TREES DESIGNATED FOR
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' � ' ' '
°
ALONG THE DRIVEWAY AND PLUG WITH 12" Ac DEEP LIFT.
PER CUPERTINO STANDARD DETAIL 1-21. OWNER
CONTRACTOR TO APPLY FOR ENCROACHMENT PERMIT PRIOR
FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR
COMMISSIONS CONTAINED THEREIN. IF DURING THE
IMPROVEMENTS,
CONST. TYPE VB
PRESERVATION. CONSTRUCTION AND GRADING SHOULD
NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND
S'.T U'.*D*.i.'.0.
`�
40'-4"
COURSE OF CONSTRUCTION PUBLIC
FIRE SPRINKLER FULLY FIRE SPRINKLER
LEVEL BENEATH TREE DRIP LINES. IF THE GROUND
10"
REDWOOD (E) SIDE YARD SET BACK
TO DO ANY WORK IN THE PUBLIC RIGHT OF WAY.
INTEREST REQUIRES A MODIFICATION OF/OR A
LOT SIZE: 9,996.6SF
LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE
' ' ' ' ' ' ' . . .
.�
m
TREE
13" 20"
2
(N) CONC. PAVER DRIVE WAY.
DEPARTURE FROM THE CITY OF CUPERTINO
SPECIFICATION OR THESE IMPROVEMENT PLANS, THE
ZONING: R1-10
DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS
AND MITIGATE THE IMPACT TO THE TREE(S).
. . . . . . © .....�
. • • • • • • • • . • • • • • • • • • • • • .
°
12"
PINE
PINE
REDWOOD TREE(S)
O3
24" ROOF OVER HANG, TOTAL AREA IS 623SF
CITY ENGINEERS SHALL HAVE THE AUTHORITY TO
OCC GROUPS R3 /U
2.
ALL TREES TO BE PRESERVED ON THE PROPERTY AND
TREE
8"
REDWOOD
4
(N) 1j" WATERLINE
REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO
SPECIFY THE MANNER IN WHICH THE SAME IS TO BE
1
LAND USE RESIDENCE LOW DENSITY
ALL TREES ADJACENT TO THE PROPERTY SHALL BE
o
�
P.L. NO'05'40"W - - - - _ _
TREE
(1-5 DU/AC)
PROTECTED AGAINST DAMAGE DURING CONSTRUCTION
..._ ............' ........1
100.00' - _ _ _
5
(N) WATER METER PER FIRE SPRINKLER PLAN
COMPLETED, AT THE SOLE EXPENSE OF THE OWNER
RANCHO RINCONADA
OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH
p: 408.892.5020. F, 4U8:87�:6923 , .,.,:,:,:;
- -
(E) 200A ELECTRICAL MAIN PANEL, V.I.F.
AND/OR CONTRACTOR.
FENCE AROUND THE DRIP LINE, AND ARMOR AS
NEEDED. THE EXTENT OF FENCING AND ARMORING
(E) OVER HEAD UTILITIES LINE, V.I.F.
2.
CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE
2016 CBC, CPC, CMC, CEC, AND 2016 CRC
SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT.
Project:
Q \
m \ / \
AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN
CUPERTINO MUNICIPAL CODE
THE TREE PROTECTION SHALL BE PLACED BEFORE ANY
/ o m \
/ \/ T \/
®
RELOCATE (E) GAS METER PER PG&E
LINES AND ROOF DRAINS/DOWN SPOUTS.
2016 CALIFORNIA ENERGY CODE
EXCAVATION OR GRADING IS BEGUN AND SHALL BE
/ Q Cn
\/ I
\/ _ o 0
15
j °
g
(N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND
3.
ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED
2016 CALIFORNIA FIRE CODE
MAINTAINED IN REPAIR FOR THE DURATION OF THE
Grand Success LLC
o I o cn �
Q
o
j o _ Q I
o � 11 I
11 A 19 19 � �
N -t '�-
_ 19
�
ON-SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR
GRASS SWALES FOR INFILTRATION TO THE GREATEST
PRIOR TO OCCUPANCY.
2016 CALIFORNIA GREEN BUILDING CODE
3.
CONSTRUCTION WORK.
NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON
New Custom Homes
Crescent Road
w
- -
\ /� 31'-3"
\ 15"
DEGREE POSSIBLE
4.
CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL
WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED
10047
� /
° N
v I ` /
/' /
L- \g \
\ / 9 i - 2ND FLR. SIDE SET
\ _ / - - /
REDWOOD
BACK TREE
\ I
10
(N) PROPERTY LINE C.O. MUST BE WITHIN 5 FEET OF THE
PROPERTY LINE, CLEAN OUT SHALL BE THE SAME
AND INSURING THE AREA ADJACENT TO THE WORK IS
LEFT IN A CLEAN CONDITION.
EXISTING HOUSE:
REMODEL 1ST FLOOR
TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE
DIRECTOR OF COMMUNITY DEVELOPMENT.
Cupertino, CA 95014
- - CN
- - _ -
13 r - - - - - - - - - - - - - - - - - - �- -�
�
I
DIAMETER AS THE STREET PORTION OF THE SERVICE
5.
THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON
(E) 1,262SF
4.
IF TRENCHING IS REQUIRED TO PENETRATE THE
LATERAL, GRAVITY LATERAL IS 4" DIAMETER MIN. SEE C1
TREE PROTECTION PRIOR TO ACCOMPLISHING ANY
REMODEL (E) 2ND FLOOR 1,020SF
PROTECTION BARRIER FOR THE TREE THE SECTION OF
°
\ 9
I\ / _ _ _ \
// _ ` I W
11
O
(N) 4" CLEAN OUT
(N) 4" ABS SEWER LINE
6.
WORK OR REMOVING ANY TREES.
UTILIZE BEST MANAGEMENT PRACTICES AS
EXISTING GARAGE 353SF
TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS
TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO
Applicant/Owner:
/ 9 I
�` �� 2
``\ ' \ /
0
12
(BMP s),
REQUIRED BY THESTATE WATER RESOURCES CONTROL
EXISTING F.A.R. 26.36%
INITIATING ANY TRENCHING WITHIN THE BARRIER
APPROVAL BY STAFF WITH CONSULTATION OF AN
Grand Success LLC
I 1
14'-0" MIN. \
13
(N) HOSE BIBBS W/ NON-REMOVABLE TYPE BACKFLOW
BOARD FOR ANY ACTIVITY WHICH DISTURBS SOIL.
1
ARBORIST SHALL BE COMPLETED.
Mr. Can Fa Chen
(E) 1ST ��
CD
PREVENTION DEVICE
'
FLOOR LIVING / I. (N) 2ND /
AREA 1,262SF FLOOR DECK
SIDE S.B. \� N
19
14
O
LANDING IN SIDE YARD SHALL LESS THAN 18" FROM
7.
A WORK SCHEDULE OF GRADING AND EROSION &
EXISTING ROOF OVERHANG 412SF
5.
TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND
4045 Moreland Wa
20 / I
\
Oma" I
1 I. 137SF I
I' `
° I a
I
GRADE. LANDING WITH 18" HIGH FROM GRADE SHALL
HAVE 10'-0" MIN. SET BACK
SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE
CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING
EXISTING PATIO 171 SF
(E) LOT COVERAGE
THE NATURAL GRADE SHALL BE GUARDED BY
RECOGNIZED STANDARDS OF TREE PROTECTION AND
Y
San Jose CA 95130
19
/ 116'-9" E 2ND
°
3 / FLR. SIDE SB
REMODEL (E) / \ I . 15 y
2ND FLOOR \
/ \
LIVING AREA I
1,020SF / \
��' _ _ 16
10 -2
1ST FLR. �"?
SIDE S.B. / rn
- 1
"
15
GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5%
WITHIN THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS
SURFACES ARE WIITHIN THE FIRST 10-FEET OF THE
BUILDING, A MIN. OF 2% AWAY FROM STRUCTURE IS
8.
SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL
15.
TO INITIATE RELEASE OF BONDS, CONTACT THE
1,262+1,020+353+412+171 = 32.19%
9,996.6
6.
DESIGN OF TREE WELLS.
THE AREA UNDER THE DRIP LINE OF THE TREE SHALL
BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR
CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED
Tel. 408.726.2956
Email: Cnecons@Gmail.com
_
( N 354SF
/ PENE
ALLOWED•
2
PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION.
PROPOSE.
UNDER A TREE.
PATIO 13
9 oTREE
ONDENS R UNI MANU A TURE CAR I R, MO EL
9.
ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND
7.
FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN
Architect:
Z �// �3 --►I
IL - - -
,� �� / I 1RE
16
,
24ANB1, UNIT SIZE 36, VOLTAGE SERIES 31, SHALL BE
SURFACE, DIRECTED AWAY FROM BUILDING
ADDITION 1ST FLR. MAIN D.U. 500SF
FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND
SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT
-'� �
I `
THAN
ATTACHED CUT, SHEETEBACK FROM SIDE PROPERTY. SEE
FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
ADDITION 2ND FLR. MAIN D.U. 260SF
SURVEILLANCE.
STUDIO ARCHITECTS, Inc.
/ g I
a o I 1
,
- - -
20
8.
THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE
61
` 14
/
..............................................................................................
REMOVE
17
(N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE
10.
PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR ANY
NEW GARAGE 2 218SF
LICENSEE AS DEFINED BY CALIFORNIA BUSINESS AND
12480 Saratoga Ave.
g
o I
I i •............................................
J I
19 �1 (E)
• I ` 3" ORANGE
18
O
(E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY
WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF
NEW S.D.0 ON 1ST FLR. 811 SF
'
PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE
Saratoga, CA 95070
0 2ND FLR.
19 I
(N) 2ND .....................'.........................
FLOOR \ I
I TREE
3
LINE.
WAY, WHICHEVER COMES FIRST, THE OWNER AND/OR
/
TOTAL (N) LIV. AREA 1,571 SF
BRANCHES THAT MUST BE REMOVED DURING THE
T: 408 892.5020
( )
SIDE S.B.
9 � / - _ _
LIVING
/ / � I .. .. .. .. ..............
/
.I ° '1
19
1
GRASSY SWALES MIN. 1% SLOPE, SEE DETAIL
THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT. CONTACT JO ANNE JOHNSON AT (408)
TOTAL (N) AREA 1,789SF 1
GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS
F: (408) 871.6923
/ o
\
FLOOR �iNc
I 13 l y
���
-
777-3245 FOR ENCROACHMENT REQUIREMENTS AND
SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE
LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF
Email: FRANKLHO@YAHOO.COM
AREA 500SF (N) SDU.'.......'.,,.............,
/J/
20
PROVIDE NEW TREE PER PRIVACY PLAN ON PAGE A0.2
PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A
AREA NOT INCLUDE IN FAR
STAFF.
. . . . . . . . . . LIVING AREA- - ..... . . . .. .
811SF
1 o
1 I
21
(E) CONC. PAVER DRIVE WAY - V.I.F.
CERTIFICATE OF LIABILITY INSURANCE AND A
SEPARATE ENDORSEMENT NAMING THE CITY OF
9.
ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT
......::..::::.:.......
17
FIRST FLOOR:
SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN
Ep qRc
H�%
/
.
:.: .. .:.: .. :.
22
PROVIDE NEW FRONT YARD TREE, TREE SHALL BE
CUPERTINO AS ADDITIONAL INSURED AS WELL ASA
VALID CONTRACTOR LICENSE (NOTE: LICENSE B
MAIN DWELLING UNIT PORCH 102SF
10.
APPROVED TREE SURGEON.
NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING
�,�5
��' L. F0,
J
II (N)
14
..:....:..........
1 ` °
1 18
24-INCH BOX OR LARGER, WITH A MIN. HEIGHT OF 6
FEET AND SHALL BE PLANTED IN FRONT OF NEW SECOND
CONTRACTORS ARE ONLY PERMITTED TO PERFORM
SDU PORCH 123SF
SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF
�pNK ,�,
O
i
I I GARAGE
218SF
:::::
(E)
19 �,
1 / 0 1
STORIES IN FRONT YARD SET BACK AREA.
WORK ON-SITE AND WILL NOT BE PERMITTED TO
PERFORM WORK IN THE PUBLIC RIGHT OF WAY).
REAR PATIO 354SF
ROOF OVERHANG 623SF
11.
ANY TREE DESIGNATED TO BE SAVED.
TREE PROTECTION REGULATIONS SHALL BE POSTED ON
�� NO. C29889
' 9
GARAGE r SDU
(N) FRONT 9 FRONT
I I
��
11.
PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM
TOTAL 1,202SF
PROTECTIVE FENCING AROUND TREES TO BE PROTECTED.
REN. 2/28/19
Q
PORCH 102SF I PORCH
/
Y I
G
3 123SF
I 0 �1
l I
FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT
PROPERTY LINES.
SECOND FLOOR:
�
IMIE
OF
m 18
LI _ _
Cn 9
$ D 13 - - - -
_ _ _ - - J
J�
I 9
_ .� 1
J 1 °
DECK 137SF
CAS
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM
1. SHALL BE INSTALLED IN ONE-AND TWO-FAMILY
C�C G�C CI�OU �
I
g
TOTAL PROPOSE LIVING AREA:
T 11-
��l
1,571SF
DWELLINGS AS FOLLOWS: IN ALL NEW ONE-AND
STRUCTURE ENGINEER-
o '
/
- - - - - - - - 13 15 y 12
\
TOTAL 1ST FLOOR AREA:
TWO-FAMILY
TWO-FAMILY DWELLINGS, REBUILD OF EXISTING
113" (N) 6
w SILK DRIVEWAY
J TREE 238SF
/
+
\ �
22 \
1.
AN ENCROACHMENT PERMIT TO BE OBTAINED FOR
ANY WORK DONE BEYOND THE PROPERTY LINE.
1,262+353+500+218+811 = 3,144SF
ONE-AND TWO-FAMILY DWELLINGS AS DEFINED BY THE
BUILDING OFFICIAL, AND IN EXISTING ONE-AND
�/
CO 1 5,-4„
(E) ti /
DRIVEWAY 24" H I
O
I
2.
OWNER/CONTRACTOR TO OBTAIN J NUMBER FROM
TOTAL 2ND FLOOR AREA:
TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE
/
387SF U PINE I
I
THE BAAQMD FOR DEMOLITION OF EXISTING
THAT INCREASE THE BUILDING AREA TO MORE THAN
N 11ST FLR.
/
21
I
STRUCTURE PRIOR OBTAIN DEMOLITION PERMIT.
1,020+260 = 1,280SF
3,600SF.
0S SIDE S.B.
I
I o / .
TOTAL DRIVEWAY 20"
625SF PINE ti
TOTAL FRONT YARD 10 \
2,000sF
�
/
3.
THE PROPERTY OWNER SHALL RECORD A COVENANT
ON THE PROPERTY FOR THE NEW TREES/SHRUBS
1, 280SF
2nd TO 1ST FLR. RATIO =40% <66%
3,144SF
EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A
BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL
2 /, _.,.
DRIVEWAY % _
- -
PLANTED FOR PURPOSE OF REQUIRED PRIVACY
MORE THAN 1000SF
�-
=31.25% < 40%
J
P L.
�����Q� ���p��4�O�� ���4
4.
PROTECTION, AND REQUIRED FRONT YARD TREE.
FOLLOWING COMPLETION OF CONSTRUCTION, AN
4 492SF
F.A.R.: g�,gg6.6SF =44.94%
EXCEPTION 2: A FIRE SPRINKLER SYSTEM IS NOT
REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE
AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL
FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY
85.21'3P.L. So•05'40"E
9"
1. GRADING
AND EXCAVATIONS BY SOILS ENGINEER
BE PROVIDED CONFIRMING THAT THE NEW TREE
LOT COVERAGE:
RESIDENCE IT SERVES.
c� /15'-10°'
5
PINE 9"
PINE
2. SHEAR
WALL NAILING, HOLDOWNS, AND DIAPHRAGM
HAVE BEEN PLANTED PROPERLY AND ACCORDING TO
PLAN.
3,144+1,202 = 4,346SF
EXCEPTION 3: IN ALL NEW BASEMENTS AND IN EXISTING
BASEMENTS THAT ARE EXPANDED. EXCEPTION: EXISTING
o Q
FLR, SIDE S.B.
SYSTEMS
BY ENGINEER OF RECORD FOR SYSTEMS
5.
A PLANNING DIVISION INSPECTION IS REQUIRED TO
LOT COVERAGE % 4,346SF _
43.48% < 50%
BASEMENTS THAT ARE EXPANDED BY NOT MORE THAN
�� (E) 19T
1
USING NAILING 4-INCHES ON CENTER OF LESS).
VERIFY EXTERIOR MATERIALS/FINISHES, TREES,
9,996.6SF
50%
o /
FILLET
WELDS BY SPECIAL INSPECTION AGENCY.
LANDSCAPING, SITE WORK.
FRONT YARD AREA=2,000SF
NOTE: THE OWNER(S), OCCUPANT(S) OR
0
3.
6.
A CERTIFIED LANDSCAPE PROFESSIONAL SHALL
SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING
CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER
FRONT YARD IMPERVIOUS AREA =625SF=31.25%<40%
W/ THE WATER PURVEYOR OF RECORD IN ORDER TO
/
CRESCENT ROAD
THE LANDSCAPING AND IRRIGATION SYSTEM HAVE
FRONT YARD IMPERVIOUS SHALL NO MORE THAN 40%
DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE
BEEN INSTALLED PER CHAPTER 14.15 (LANDSCAPE
REQ. AREA FOR 2 CARS GARAGE =421 SF
EXISTING WATER SERVICE IS REQUIRED. A STATE OF
PIRXMIKC v MM)PIE
ORDINANCE). THE FINDINGS OF THE ASSESSMENT
CALIFORNIA LICENSE (C-16) FIRE PROTECTION
SHALL BE CONSOLIDATED INTO A LANDSCAPE
RESERVED AREA FOR FUTURE GARAGE
CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A
INSTALLATION REPORT PROVIDED TO THE PLANNING
421-353 = 68SF
COMPLETED PERMIT APPLICATION AND APPROPRIATE FEE
1
1. ON
FIRST FLOOR: REMODEL 1,262SF (E) LIVING
DIVISION.
RESERVED FAR: 45%-43.5% = 1.5%
TO THIS DEPARTMENT FOR REVIEW AND APPROVAL
AREA WITH 1 BEDROOM AND 1.5 BATHROOMS.
7.
THE PROPERTY OWNER SHALL SIGN A LANDSCAPE
PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS
REMODEL (E) KITCHEN AND FAMILY ROOM. ADDITION
MAINTENANCE AGREEMENT PER CHAPTER 14.15
1.5% x 9,996SF = 149.94SF > 68SF
ADOPTED AND AMENDED BY CMC
SITE PLAN
218SF 1 CAR GARAGE CONNECT TO (E) 2 CARS
(LANDSCAPE ORDINANCE), PREPARED BY THE CITY,
AND RECORD IT WITH COUNTY OF SANTA CLARA
2.
PORTABLE WATER SUPPLIES SHALL BE PROTECTED
2 Plan Check Comment 11.8.18
A
GARAGE.
2. ON
SECOND FLOOR: REMODEL 1,019SF AND
RECORDER'S OFFICE. THE PROPERTY OWNER SHALL
pG30��C�4 OG�DC�
FROM CONTAMINATION CAUSED BY FIRE PROTECTION
WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE
0 5' 10' 15' 20' 111=101-011
CONTACT THE PLANNING DIVISION IN ADVANCE OF
ZL Plan Check Comment 9.12.18
ADDITION 260SF, TOTAL 3 BEDROOMS AND 3
THE FINAL TO PREPARE THE AGREEMENT.
A0.1 SITE PLAN
APPLICANT AND ANY CONTRACTORS AND
BATHROOMS. ADDITION NEW DECK NEXT TO MASTER
$,
A CERTIFIED LANDSCAPE PROFESSIONAL SHALL
SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR
BEDROOM.
PROVIDE A LANDSCAPE AND IRRIGATION
A0.2 PRIVACY PROTECTION PLAN, BUILDING AREA
SUPPLYING THE SITE OF SUCH PROJECT, AND TO
NO. Revision Date
Drawn By:
Date.
MAINTENANCE SCHEDULE PER CHAPTER 14.15
DIAGRAM, DEMO PLAN AND ROOF PLAN
COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR.
3. ADDITION SDU 824SF WITH 2 BEDROOMS AND 2
BATHROOMS.
LANDSCAPE ORDINANCE TO THE PLANNING DIVISION.
( ORDINANCE)TO
EQUIPMENT CUT SHEET 2
SUCH REQUIREMENTS SHALL BE INCORPORATED INTO
THE DESIGN OF ANY WATER-BASED FIRE PROTECTION
DOWN SPOUT
4. (E)
LANDSCAPE TO REMAIN.
A2.0 EXISTING FLOOR PLANS AND ELEVATIONS
SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY
SYSTEMS OR STORAGE CONTAINERS THAT MAY BE
File:
VARIES 3
A2.1 1ST FLOOR PLAN
PHYSICALLY CONNECTED IN ANY MANNER TO AN
1
APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF
A2.2 SECOND FLOOR PLAN
THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF
A3.1 EXTERIOR ELEVATIONS
RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER
Issue:
CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE
A3.2 ELEVATIONS AND SECTIONS
UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE
DCICG3G3CD �M �vMt 044La�
pG30�CC�4 [IVt]Lap
WATER PURVEYOR OF RECORD ARE DOCUMENTED BY
FINISH FLOOR
THAT PURVEYOR AS HAVING BEEN MET BY THE
Date:
APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH
V o R l
AND SAFETY CODE 1314.7
2x6 FLOOR JOISTS
1. FIRE SPRINKLER DESIGN BY OTHER AND SUBMIT PRIOR
�'
3.
CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION
6.20.2018
2% MIN.
TO
INSTALLATION.
SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF
Sheet Title:
SPLASH BLOCK
2. IRRIGATION PLAN WILL BE INCLUDE IN BUILDING PERMIT
"9F
THE CFC CHAPTER 14 AND OUR STANDARD DETAIL
8" MIN.
DRAWING SETS.
5 a
AND SPECIFICATION SI-7. PROVIDE APPROPRIATE
° 18" MIN.
`�'°°�°'
NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS
A"ND
APPROPRIATE TO THE PROJECT. CFC CHP. 33
PLOT PLAN
I •ir
4.
ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS
SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING
I ISI j I
S'revens Creek s
Elementary Sclwol �$ •�
NUMBERS OR APPROVED BUILDING IDENTIFICATION
Sheet No.:
PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND
VISIBLE FROM THE STREET OR ROAD FRONTING THE
GRASSY SWALE -III=III
wo�°°m� "�°,.d�°
PROPERTY. THESE NUMBERS SHALL CONTRAST W/
@ 1% MIN. a
"#
THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE
a
r.l."Lr„,.a,,.; ,
1jppg7 Crescent Road e}
CODE OFFICIAL, ADDRESS NUMBERS SHALL BE
Retirement Comern n ua
PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO
=°°ar°°� �M.° srakd �vrpsCvek6luE
FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBER
SHALL BE ARABIC NUMBERS OR ALPHABETICAL
Q
O
srwmra° ,d°,�r�kg."J �in4e0." g e�
LETTERS. NUMBER SHALL BE MIN. OF 4 INCHES HIGH
o
W/ A MIN. STROKE WIDTH OF 0.5 INCH. WHERE
7. D
ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE
G RASSY SWALE DETAIL
car
BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY.
A MONUMENT, POLE OR OTHER SIGN OF MEANS SHALL
N.T.S.
a
BE USED TO IDENTIFY THE STRUCTURE. ADDRESS
ViMonte a
sta nark
NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1
I
I
I
:E) NEIGHBOR
PROPERTY.
I
I
I
I
I
N
\ \
15' -0" \15'-0" /
/ \/
115'-0"
Ii
\ 2 �
1
w
0
PITTOSPORUM
EUGENOIDES MIN.
\ / • 15 -GALLON AND q
l / 6'-0" HIGH 0
5'-0" O.C. - `.
TYPICAL OF 10 max'
WINDOW SILL
HIGHER THAN
\ 5'-0" FROM
FINISH FLOOR
F
I` \ WINDOW SILL
o HIGHER THAN
5'-0" FROM
FINISH FLOOR
I' \ /'
I
I
I
' I
I
PRIVACY PLAN
---------t--
x
(E) NEIGHBOR
PROPERTY.
11;
- PROPOSE MAGNOLIA I 0
GRANDIFLORA, TYPICAL
OF 7 AT REAR YARD,
TREE WILL BE 15' O.C.,
24" BOX AND 8'-0" HIGH
\ AT TIME OF PLANTING
-�
0
I
ROOF PLAN
0 4' 8' 12' 16'
111=101-011 II=10'-0"
SECOND FLOOR
FLOOR AREA DIAGRAM
0 4' 8' 12' 16'
FIRST FLOOR
1/811 = 1 I-0"
1/811
_ 1 1-011
F.11 111011011, 111 N 0 91 IBM
SDU PORCH
FEET
FEET
Al
9.54
X
11.96
=
A2
N
l m
4.00
=
TOTAL
GARAGE 2
0
Irn
10.50
X
20.75
=
SDU
C1
21.21
X
28.83
=
C2
w
X
20.87
=
RIDGE
SLOPE
=
PORCH
D1
12.04
X
8.46
=
PATIO
4:12
D2
12.25
X
23.87
=
D3
28
X
2.17
=
TOTAL
En
GARAGE 1
E
18.25
SLOPE
19.33
=
RIDGELq
^�
0
18.25
X
13.29
=
F2
42.16
X
I 4:12
=
TOTAL
(N) IST FLR.
F3
23.92
X
20.87
I
(E) 2ND FLR.
or
G1
42.16
X
24.17
- ---
I
G2
2.00
X
6.50
=
G3
13.21
X
13.29
=
G4
8.12
X
8.75
=
TOTAL
I �eLd
DECK
N
m
9.25
tiq
14.75
=
......................
I
JPS
q!!FJ
I
SLOPE_','.'.'.','.'.'.'....
:-.-.�:�.
412.... ...
........................................................
.'-.-.-.
.....
---
.....
- - -
- - - - -
- -
................
........................................................
....................................
...
N{..�..
J
NGq1!!
0
m
ti
..
W
w
o.
.
....... .....
..... .
0
r W
,
o.
�
..
I
.
�
.w ..........R
F
....
...
.........
..........
. . .
..................
. . . . . .
I
A
4:12
- -.
-. -
-
- -
-
. . ...
..
RIDGE
.. ...
... ... ... ... . .
.. ...
...
...
...
.. ... ..
.. .... ... ... ... .
-0
I
...
''
'' ''..
..... . . . .
...
. . .
.
.
'
RIDGE .
.
........
''' ''''
....
N
m
...
OPESL
..,
G
.
.
. ...
...
N
1N.
.
M ..
. ... ..
. ...
...
.. ..
.
... ... ... ... ... ..
...
...... ..
. . . . . . . . . . . . . .1.
F
;P�'{ ... ..
,SiA.. ... ... ... ... .. .
... ...
...
.. ... ... ...
... .. .. ... ... ... ..
SLOPE..
4:12
RIDGE I
SLOPE
i
SLOPE
SLOPE
..... ...
... ... ...
��Q
�.
v�'..'.'
'..'.' '..'.' '.'..' ............ '{'.. .
..........
4:12
4:12
4:12
..
.. ...
o ...
... ... ... ... ... ... ...
{
...
o
i'.'..
'.'..
..
-. -.
-
N
m . ...
... ......' ...'
'.'..' '.'..' '.I'.. .
0
.
. ...
I
.......
.........
{..
'.
... ...
..
`�
........................
.... .. ......1....
.. .
.
y/q
I .......
...
N
.
y/A
..
.. ...
-----------
... ... ... ...
... ... ...
.. �e ... . . �%q.
�\Q
,..
.
. ...
.
. �... �.
- ---
,
o
--
---
..
...........
................
.N
..
......
..
.. .. .. ..... ..
...............
..
m
.--.... ....--.-.-.-.
.........................
....
..................... ...
-.-:-............
-.
ROOF PLAN
0 4' 8' 12' 16'
111=101-011 II=10'-0"
SECOND FLOOR
FLOOR AREA DIAGRAM
0 4' 8' 12' 16'
FIRST FLOOR
1/811 = 1 I-0"
1/811
_ 1 1-011
F.11 111011011, 111 N 0 91 IBM
SDU PORCH
FEET
FEET
Al
9.54
X
11.96
=
A2
2.00
X
4.00
=
TOTAL
GARAGE 2
B
10.50
X
20.75
=
SDU
C1
21.21
X
28.83
=
C2
9.54
X
20.87
=
TOTAL
=
PORCH
D1
12.04
X
8.46
=
PATIO
D2
12.25
X
23.87
=
D3
28
X
2.17
=
TOTAL
GARAGE 1
E
18.25
X
19.33
=
(E) 1ST FLR.
F1
18.25
X
13.29
=
F2
42.16
X
24.17
=
TOTAL
(N) IST FLR.
F3
23.92
X
20.87
=
(E) 2ND FLR.
G1
42.16
X
24.17
=
(E) 2ND FLR.
G2
2.00
X
6.50
=
G3
13.21
X
13.29
=
G4
8.12
X
8.75
=
TOTAL
DECK
HI
9.25
X
14.75
=
SF
114.10
8.00
122.10
217.88
611.48
199.10
810.58
101.86
292.41
60.76
353.17
352.77
..... ......................
.... ..... ....... ....�
.. ........ ..... ....o
.. ........... .... .. ....Ln
.. ..... ..... ... ....
.......... ....... ....c�
... ... ....... ....
. .... . ... ......... .....
... ........ .... ...
.
.... . . . . . . N
S'.T U. *D .V.0.'>
... ... .. ....�
.. .... ... ....�
.. .......... .... ... ....o
.... .. ...... © .....�
....... ....................�
R
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�
.................................�,
.R-A00-.Q99.-5Q2A'
F.4U8:
871:6923' :,:
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
SED ARCy�T
f N0. C29889 *
REN. 2/28/19
OF CAS\
STRUCTURE ENGINEER:
�2 Plan Check Comment 11.8.18
�I Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue:
uate:
242.54 6.20.2018
1019.01 Sheet Title:
1261.55 FLOOR AREA DIAGRAMS
LANDSCAPE AREA DIAGRAM
499.21
Sheet No.:
1019.01
13.00
175.56 Q O
71.05
259.61
136.44
Product Data
lllllllllll111llllllllllllllllllllll
11111}111111111 11111111111111111
111}}}11111} 11 � 11111 l l 111111111 � 11111
111111111111111 �l�itii���titi}}11111
11�11111�11ti���,._„�» e�„�tilllllllllllllll
-
INFINITY• CERI:Es
Carrier's .fir Condidoneri, with Pumn( refrigerant provides a
c4lleetian of features unmatched by any other family of
tquiprnent, The 24ANBI has been dat4mod utilizing Carrier`s
Puron ra:frlgerant• The envWnmentally sound ro:Nigerant allows
you to make a reaponamle decision in the pro iactian of the earth's
ozone layer
This product has been dtsigned and manufactured to Meat
Eftargy Stam or:IM a for aaarg3• efficiency when rnattchad ~,+,°ith
appropriate coil compon-ants, Refer to the combination, ratings In
the Product Data for aryatem combludom that meet Energy Stan
guldaiinet
NOTE: Rating contained in this document ars subject to
chang-a .at any time. Alvrati s rotor to the 4,HRI dh VdDry
(N,v wAhrldirwtoiT,org) for the most up-to-date radiap
infminatlun.
INDUSTRY LEADING
FEATURES / BENEFITS
Efficiency
* 14,5 - 21 SEER / 11.7 - 15 EER
* Miwotuba Tecibcology' " rafriger d -on an stem
* Indoor air quality aecassaden a-ve la'hle
Sound
+ Sound .lavel as low as 63 dEA
+ Quiet mount. ~split post compressor groaamts
+ Eleaaronic LCM ball bearing outdoor cmdaamr fear.
motor
+
Fonwd-swept condenser fan blade
+ CD1aPf 0f sound hood
* Laminated atteel compressor mounting plan
Comfbrt
System supports Infinity' Control or st larrl 2 -stage
the.mogat "trals
Reliability
Puromit resfrigerant - en�airenmentallg sound, �>y,an't
deplete the ane lager and 14w lifetime serviso sit.
+ Frcant-saatigg servioe valves
+ 2-3tage =011 compress r
* Internal prmure fthiff valve
*
Internal thermal overload
* Low pre$aure switch
* High prmure switch
+ Filter drier
* clankctase hater standard
+ Baslanc$d refrlg>}ration
system for maximum reliability
Cuntmis and Diagnostics
+ Infinity - oontml 0r 2-Aw thermostat
+ TWO control woes to outdoor unit with Infinity Control
(serial numbm 1213E and rower)
+ utilbty interface Connection
+
Enhanced diWostics capability with ItaOnity Control
Durability
Wetat.hozAnn ar Ultra" protection padcag#!:
■ Solid, Durnble sheet metal construction
+ Steal louver coil guard
+ Bakad-on, omnpleta outer coverage, p4Ater paint
Applications
+ Long -lana - up to 250 feet (76.2 m) total equivalent
length, up to 200 f#latt j50M m) condenser .above
eva4pomtor, or up to 80 ft, (2438 m) ev*orator ab©vc
condenser (See Longline Guide for more information.)
* Low ambient (down to 0°F) with complete infinity
system.
ELEiCTRI AL DATA
roiiwoiP iVM iiinpM %r LnT Y%wAV@ rs n�" vK vrniGn fnV unit wim v.�rAe® 3ewewlulS�nly
r Uwlr+ It appl4d ad amblent greater than JSVC. consult table 40-16 of the NEC (NFPA n). The ampaacLty of non-metallic-sheathad cable INel), trade
narrm MMEX, shell be than of B0'C oonditlona, per the NEC ;NFPA 70) Article 33S-86. If other than unccatad inc-platad), 90 or 75°C Insuletlon, ocpper
wire liscil 1 wire to 10 AW13 or smaller. stranded wire for latrger than 10 AWG) Is used, consult tappiloablo =loa V to NEC {NFPA 70).
Langh shown is as maesurad one way along wire path between unit and aarviae panel for voltage drop not to axoW 2%.
'" Tlme-Delay fust.
FLA •- Full Load Amps
LRA •- Locl ed Rotor Ampa
MCA •- Minlmurn Circuit Amps
RLA •- Ratted Load Amps
MOM: Control circuit la 24-V on all unite aand requlre3 e44rnai power source. Copper wire must oe usetl frprt•t sarAos d4connact tz snit.
All rnmraaloornprarmm contain Interinal overload protadkm
Coreplft with 8013 *quiremera WASHRAE Standards 80.1
A -WEIGHTED SOUND POWER (dBA)
t.Ina $tm -
Vo lt"I" Series
Standard Flating
(deA)
198
Weal Dative Band Spoetmin SdBA, wifttAtens &QuMrmM
M zo 100 20M 400
am
24-31
MIN
MIN
MAX
MAX
MAX
U�
33.3
CIPILRVOLTV CCMPM
FAN
46.0
WIRa
WI FAR
LETff#TFf
L4 OTH
**or
��
55,0
32,4
81.3
&& - LowStage 48.5 54.5 a9.0 E8.8 33.0 50,4
MCA
Sizat
$azgt I
ft. (m)*
ft. (M)$
CKT 41IRK
9Rrm,a
a9.3
MIN I MIAX LIRA
MLA
FLA
4$.3
90° 0
78 C
WC
79.0
'M111111
24-311
20-23011
233
38.3
11.9
1.8
15.7
14
14
54 15.2
48 14.
23
38-311
83.0 16.3 2.0 21.1 12 12 39 18.4 38 17.1
80
418-311
187
104.0 21.2 2.7 29.8 10 10 as .7 63 19
40
Sn-311
16-2.8 28.8 2.7 38.7 3 a 60(24.4) 79 A.P
ea
roiiwoiP iVM iiinpM %r LnT Y%wAV@ rs n�" vK vrniGn fnV unit wim v.�rAe® 3ewewlulS�nly
r Uwlr+ It appl4d ad amblent greater than JSVC. consult table 40-16 of the NEC (NFPA n). The ampaacLty of non-metallic-sheathad cable INel), trade
narrm MMEX, shell be than of B0'C oonditlona, per the NEC ;NFPA 70) Article 33S-86. If other than unccatad inc-platad), 90 or 75°C Insuletlon, ocpper
wire liscil 1 wire to 10 AW13 or smaller. stranded wire for latrger than 10 AWG) Is used, consult tappiloablo =loa V to NEC {NFPA 70).
Langh shown is as maesurad one way along wire path between unit and aarviae panel for voltage drop not to axoW 2%.
'" Tlme-Delay fust.
FLA •- Full Load Amps
LRA •- Locl ed Rotor Ampa
MCA •- Minlmurn Circuit Amps
RLA •- Ratted Load Amps
MOM: Control circuit la 24-V on all unite aand requlre3 e44rnai power source. Copper wire must oe usetl frprt•t sarAos d4connact tz snit.
All rnmraaloornprarmm contain Interinal overload protadkm
Coreplft with 8013 *quiremera WASHRAE Standards 80.1
A -WEIGHTED SOUND POWER (dBA)
t.Ina $tm -
Vo lt"I" Series
Standard Flating
(deA)
198
Weal Dative Band Spoetmin SdBA, wifttAtens &QuMrmM
M zo 100 20M 400
am
24-31
71 - H n aUap
49.5
59.0
61a
$7.3
95,4
33.3
S&O
&6 - Law Stage 47.0 52.0 am 61a aa.0 50,4
46.0
W-31
&S - 1-14h aU
47.5
53.4
90.17
60.0
55,0
32,4
81.3
&& - LowStage 48.5 54.5 a9.0 E8.8 33.0 50,4
4&0
48-31
50 - 1-1411 SU
449.0
91.5
5,2.0
12.0
a9.3
31.3
4a.3
&& - Law 8tiNle 448.5 59.5 aR.0 T9.3 ae.3 31.3
4$.3
60-g1
59 - 1-141h .9Uap
80.43
53.5
91a
93.0
I a9,3
$7.3
54,6
&H - Law Stage 44B.0 59.0 a9.0 9£.0 1 874 US
30
N+]YE; TasutarJ in bwordanoe with AHRI Standtard 274 -OL tW Ilsted Ydth AH RI).
CHARGING SDBC4DLING (TX V-Y"E EXPANSION DEVICE)
UNIT UZE-Vt:7LTACIE, SERIES
REQU I RM SUSCOOLING � F (AC)
24-81
ifl 1;.$
00-01
11 id.i)
49-01
iF 9.7
so -81
146.$)
ACCESSORY CONTROLS
PAIRT NUMBER
DESCRIPTION
S'yF+7'X{ICriN01
InflnityTouch Control anon -}NI -FI)
9YSTXCIC11TNi01
Inflnity Touch Oontrol with WI -FI & WIrala4s Accsss Faint
S'yMCLC4=01
Inflnity4-7.one• Maamp4r Contrcl Modula Matll-mounted motrol for afour-am ayetarn.)
SYSIVICS"Cri
Infinity 8mat 8ransor (Optional wall contrci ulad to monitor tamporaturs andlorfm controlin ora individual aont.)
S'ysm"CRR309
Inflnity Remote Room atnsor (M❑nitors tamparaturs in an Individual zone.)
2Yi1111ya t{ICRa�T4Y -or
l�'it1r7�:CR1atPS11
8ystam Rsmatt Acom Modula {Hatrdwatrs larw1relass acasss and oonlydl via intstnat.)
S'y :CNIM01
Inflnity Network.Intarilaace Module jConmts Haat Razovary and Energy Racovery Verdiaiora oto noon -zoning appll; a na.)
5
..... ......................
.... ..... ....... ....r,
.. ........ ..... ....o
.. .... ... .... .. ....�
..
.......... ....... . . .
.a
... ........... ....... . . . .C
...
........ ... .. ...
... .. ....N
S.. T U.'D.V.0.
.'>
.. .. ... .. ....�
.. ... .. ....
..R
.. ............ ....o
.... .. ...... © .....�
....... ....................�
R
................................. O
..................................0
..................................�,
P.. 408.892.5020.' F, '408:871:6923' :.:.: , ,.41
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
G��SED ARCy�T
<10
N0. C29889
REN. 2/28/19
OF CA�_�
STRUCTURE ENGINEER:
Plan Check Comment 11.8.18
Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue.-
Date:
ssue:Date:
6.20.2018
Sheet Title:
EQUIPMENT CUT SHEET
Sheet No.:
r---------------------------------------------------------------------------
I
' T (E) 3030 (E) 3030 T (E) 8030
I
II I L—i II -D
2ND PLATE HT.
+124.08' I _________`� i i Ir T-) i i ii
O Iii II T II II iii I P
1u a II C n ul I I
I
I II I� I� •�IIIhI'• /I � I II I II
LJ rl
-J�d�ft�
(E) 2668 (E) 2668 5
___-_-_-_---------0-----
,IIIII
1ST PLATE HT. I III I r T
+115.08' I III I' ---- I I �====i ----------------
NH--4----------------------------------------,!-----��- -----------------
III I L____ i I
I III I I I I O/j
ao
I VIII Vr-r-� I I I I I I N
I II II I N
I III II I II II Oil I j
1ST FINISH i III II I I o I I N
FLOOR I O ,SII I I j----- -
107.08' _-JJ
i
GRADE I II I II II I '
I o
2' 4' 8' iri
FRONT (EAST) ELEVATION i (E) 8030 -i •� \ (E) 8030
21ND PLATE HT.
+124.08'
1ST PLATE HT.
+115.08'
1ST FINISH
FLOOR
107.08'
GRADE
3/16" =1 '-0"
REAR (WEST) ELEVATION
0 2' 4' 8'
------------1
—(E) 412SF ROOF OVER HANG
I
I
�\ I
I
I
I
.I
(E) 2868
N
O
0)
(E) GARAGE
1
17'-8"
i1
I
II
� 5
I
J
..... ......... ....o
.. ..... ....... ....�
.. ........ ..... ....o
........... .... .. ....�
.. ..... ..... ... ....
.......... ....... ....c�
.. ... ....... ....el
. .... . ... ......... .....
0
... ........ .... .. ...
... ..... ....N
S'.T U*.'D V.0.
. . . . .�
. .. .... ....R
.. .......... .... ....o
©......�
R
0
IIIM.................................d'
IIIW ..............................
W .. P: 408.892.5020.' F..'408-'871:6923'. :.:.: V
II
II
II
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
SED ARCy�T
F��
t N0. J2/289
f REN. �
of CAS\
STRUCTURE ENGINEER:
U
3/16"=1'-0"
KEY NOTES:
(J) REMOVE ALL PLUMBING FIXTURES IN (E) BATHROOM 10 REMOVE (E) PATIO AND ROOFINGB (E) 2ND FLOOR PLAN - DEMO PLAN A (E) 1 ST FLOOR PLAN - DEMO PLAN
( REMOVE ALL CABINETS AND APPLIANCES IN (E) KITCHEN. 0 2' 4' 8' 3/16"=1'-0" 0 2' 4' 8' 3/16"=1'-0"
0 REMOVE (E) DOORS
T REMOVE (E) WINDOW
05 REMOVE (E) WALL
© REMOVE (E) WATER HEATER
2 Plan Check Comment 11.8.18
07 REMOVE PARTIAL (E) ROOF FRAMING
® REMOVE (E) COMPOSITION ROOFING AND REPLACE W/ ROOF �I Plan Check Comment 9.12.18
TILE. SEE PAGE A3.1
NO. Revision Date
Og (E) STUCCO, V.I.F.
Drawn By: Date:
2ND PLATE HT.,k 2ND PLATE HT.
+124.08' +124.08'
Issue:
1ST PLATE HT.
+115.08'
N
I
N
e:
6.20.2018
1ST PLATE HT. I Sheet Title:
+115.08'
1ST FINISH 1ST FINISH
FLOOR
Ll
107.08' 107.08'
GRADE Q 0
RIGHT (NORTH) ELEVATION GRADE . LEFT (SOUTH) ELEVATION2 E3
EXISTING/DEMO PLAN
EXISTING ELEVATIONS
Sheet No.:
0 2' 4' 8'
3/16" =1'-0"
0 2' 4' 8'
3/16" =1'-0"
®
T
(E) 3020
(E) 3030
�
I
1:
I I
NII
—�
il~i=
o 0��
o o
a
w( 2ss�
�Z�w�
o
m
c"
IIC14 �tLJ I
� U
_
Z
o
I I
--J
��� F-
-
rI Y
w
w
��
I
��
II ILd
-
O
�(E) 2668
___ _ _
II I I
_ _ L ---J
05
I
_
0
I;
-
;I II
II
_______ _= J�
---
OII
O
O
F(E) 2668
II
0
II r --fir
I�
�l
>_
0
--,0�_�I
II
J
UJ
M
�� II `W.H� IF—
I I I
�I
—ll v
w
J II
0 ii L
v
II
II
II
I
Il
----
----
I -
x,00 F---==;-__---__�
y
--- 1/a)\ _ _
— — — — �_____� — — — — —
(E) 5468 (E) 8040
-0--
— — _
— — ----
IIN � NI
iii
T
v ��
U-- u1
0
o
u1
Vii;
10
�
.�I
it i
_ ❑
— — — — — — —
— — — — —
Ili
U
II
(E) 171 SF PATIO
�I
II
05"
II
II
I
I
II
O
(E) 2868
N
O
0)
(E) GARAGE
1
17'-8"
i1
I
II
� 5
I
J
..... ......... ....o
.. ..... ....... ....�
.. ........ ..... ....o
........... .... .. ....�
.. ..... ..... ... ....
.......... ....... ....c�
.. ... ....... ....el
. .... . ... ......... .....
0
... ........ .... .. ...
... ..... ....N
S'.T U*.'D V.0.
. . . . .�
. .. .... ....R
.. .......... .... ....o
©......�
R
0
IIIM.................................d'
IIIW ..............................
W .. P: 408.892.5020.' F..'408-'871:6923'. :.:.: V
II
II
II
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
SED ARCy�T
F��
t N0. J2/289
f REN. �
of CAS\
STRUCTURE ENGINEER:
U
3/16"=1'-0"
KEY NOTES:
(J) REMOVE ALL PLUMBING FIXTURES IN (E) BATHROOM 10 REMOVE (E) PATIO AND ROOFINGB (E) 2ND FLOOR PLAN - DEMO PLAN A (E) 1 ST FLOOR PLAN - DEMO PLAN
( REMOVE ALL CABINETS AND APPLIANCES IN (E) KITCHEN. 0 2' 4' 8' 3/16"=1'-0" 0 2' 4' 8' 3/16"=1'-0"
0 REMOVE (E) DOORS
T REMOVE (E) WINDOW
05 REMOVE (E) WALL
© REMOVE (E) WATER HEATER
2 Plan Check Comment 11.8.18
07 REMOVE PARTIAL (E) ROOF FRAMING
® REMOVE (E) COMPOSITION ROOFING AND REPLACE W/ ROOF �I Plan Check Comment 9.12.18
TILE. SEE PAGE A3.1
NO. Revision Date
Og (E) STUCCO, V.I.F.
Drawn By: Date:
2ND PLATE HT.,k 2ND PLATE HT.
+124.08' +124.08'
Issue:
1ST PLATE HT.
+115.08'
N
I
N
e:
6.20.2018
1ST PLATE HT. I Sheet Title:
+115.08'
1ST FINISH 1ST FINISH
FLOOR
Ll
107.08' 107.08'
GRADE Q 0
RIGHT (NORTH) ELEVATION GRADE . LEFT (SOUTH) ELEVATION2 E3
EXISTING/DEMO PLAN
EXISTING ELEVATIONS
Sheet No.:
0 2' 4' 8'
3/16" =1'-0"
0 2' 4' 8'
3/16" =1'-0"
i
0C
i
0C
c i
C\
LEGEND:
2x6 @ 16" O.C. W/ R-19 INSULATION PLUMBING WALL
EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE
ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL
SEE 1 A
8.0
1 -HR EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE
ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL
- SEE DETAIL 1 g
8.0
1 -HR INTERIOR WALL W/ J" TYPE 'X' GYP. BD. AT
BOTH SIDES OF WALL
7777777777- INTERIOR STUD WALL, SEE STRUCTURE DRAWING
FOR WALL SCHEDULE.
DOUBLE STUD WALL WITH STC54 SOUND WALL AND
1 -HR FIRE RATED WALL - SEE 1
A3.1
Q TEMPERED GLASS
E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44"
ABOVE FLOOR, S.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF
MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 24" NET CLEAR
OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. ALL EGRESS
WINDOWS W/ TWO OR MORE LATCHES SHALL HAVE THE LATCHES
INTERCONNECTED AND OPERABLE FROM THE LOWEST LATCH.
XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR STAND
FOR FEET INCH WIDE x FEET INCH HIGH
CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 FEET 0
INCH HIGH
SH 3050 SINGLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 5 FEET
0 INCH HIGH
SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 0
INCH HIGH
2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH
1/411 = 1'-0"
�l LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25
GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD.
�2 STEP IN GARAGE SHALL NOT HIGHER THAN 6"
LANDING AT SIDE YARD SHALL NOT HIGHER THAN 18" FROM FINISH GRADE
OR HAVING 10'-0" SIDE YARD SET BACK
® (E) INTERIOR DIMENSIONS BETWEEN GARAGE WALL SHALL REMAIN AS IS.
�5 PROVIDE MIN. 10' WIDE x 20' DEEP CLEAR FROM FINISH WALL TO FINISH
WALL INSIDE OF GARAGE. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 10'
BY 20' GARAGE, MEASURED 6" TO 6' FROM THE FINISHED FLOOR.
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
<SED ARCy�T
v �p,NK 1. FSA
f
NO. 029889 �t
REN. 2/28/19
OF C P,
STRUCTURE ENGINEER:
�2 Plan Check Comment 11.8.18
�I Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue.-
Date:
ssue:Date:
6.20.2018
Sheet Title:
FIRST FLOOR PLAN
Sheet No.:
13'-1 1/2" 3'-1 " 11'-2" 14'-9 1/2" 9'-3„ 3,-0„
0 2' 4' 6' 8'
SECOND FLOOR PLAN
LEGEND:
2x6 @ 16" O.C. W/ R-19 INSULATION PLUMBING WALL
EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE
ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL
SEE 1 A
8.0
77 7777- 1 -HR EXTERIOR STUD WALL W/ MIN. R-15 INSULATION. PROVIDE
ADDITIONAL 1" RIGID R-5 INSULATION AT EXTERIOR SIDE OF WALL
- SEE DETAIL 1 g
8.0
7777777 1 -HR INTERIOR WALL W/ 8" TYPE 'X' GYP. BD. AT
BOTH SIDES OF WALL
7777777777- INTERIOR STUD WALL, SEE STRUCTURE DRAWING
FOR WALL SCHEDULE.
777 DOUBLE STUD WALL WITH STC54 SOUND WALL AND
FJ FJ FJ FJ F_F17 1 -HR FIRE RATED WALL - SEE 1
A3.1
TI TEMPERED GLASS
E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT OVER 44"
ABOVE FLOOR, 5.OSF OF OPEN AREA ON GROUND LEVEL, 5.7SF
MIN. OPEN AREA FOR WINDOW ON SECOND FLOOR, 24" NET CLEAR
OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. ALL EGRESS
WINDOWS W/ TWO OR MORE LATCHES SHALL HAVE THE LATCHES
INTERCONNECTED AND OPERABLE FROM THE LOWEST LATCH.
XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR STAND
FOR FEET INCH WIDE x FEET INCH HIGH
CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 FEET 0
INCH HIGH
SH 3050 SINGLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 5 FEET
0 INCH HIGH
SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET 0
INCH HIGH
2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH HIGH
1/411 = 1'-0"
FLOOR PLAN KEY NOTE:
LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25
GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD.
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
G��SED ARCy1T
v K 1. FSA
f
NO. 029889 �t
REN. 2/28/19
OF CAS-\
STRUCTURE ENGINEER:
�2 Plan Check Comment 11.8.18
�I Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue.-
Date:
ssue:Date:
6.20.2018
Sheet Title:
SECOND FLOOR PLAN
Sheet No.:
10045 CRESCENT RD
DRIVEWAY
P
ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR
STUDIO 61 ARCHITECTS, Inc.
'
I
. . ................................................... --------------------------
.......... ............................................................... .........
...................................................... ......... I
.......... . ................................................ P, ...............
............. . ............................................... -EMEMEMEMEMEMEMEMI
FOR
STREET SCAPE ELEVATION 10075 CRESCENT RD
1/811 = 1 '-0"
ELEVATIONS KEY NOTE:
..... ......................
.... ..... ....... ....�
.. ........ ..... .....0
.. .... ... .... ........Ln
.......... ..............0
... ... .............
. .... . ... ...............
. ...... .........0
.... ........ ... .........�
. ... .. ....R
..... .................... o
... .. ...... ©.....�
....... ....................�
R
...................................
.................................
..................................CIO
.................................
_P:.408.892.5020.'F.'40887�:6923-, :,:
Project:
Grand Success LLC
New Custom Homes
10047 Crescent Road
Cupertino, CA 95014
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
4045 Moreland Way
San Jose CA 95130
Tel. 408.726.2956
Email: Cnecons@Gmail.com
Architect:
s�+117.08'
1ST FINISH
FLOOR
107.08•
GRADE
FRONT (EAST) ELEVATION
LINE OF PLANE 16'-0' HIG_H___________________
FROM 1ST FINISH FLOOR
R
ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR
STUDIO 61 ARCHITECTS, Inc.
'
I
WALNUT CREEK BLEND, PRODUCT #2773, STANDARD WEIGHT.
12480 Saratoga Ave.
o
I
CLASS 'A' MIN.
V.I.F.
Saratoga, CA 95070
(E) PLATE HT.
ELDORADO STONE, CASTAWAY STACKED STONE.
I
T: (408) 892.5020
I
0
(E) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP
OF
F: (408) 871.6923
R
N
TANNIN.
Email: FRANKLHO@YAHOO.COM
\\
I®
(N) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP
OF
TANNIN. MATCH WITH (E) STUCCO
m
ARcy�T
N \
S.U.
+11�i.os
O5
ROLL UP GARAGE DOOR.
a
��SEo
vG �pNK �'. �S'p �0,A
©
FACIA PAINTED WITH KELLY MOORE, COLOR #36, NAVAJO WHITE.
1ST FINISH
FLOOR
I
107.08'
m� �
02988
N0. C29889 ®
APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON
ALL
REN.
NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE
Q
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD
qTF
FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH
THEIR
OF
BACKGROUND. CFC SEC. 505
CA`�FO��
s�+117.08'
1ST FINISH
FLOOR
107.08•
GRADE
FRONT (EAST) ELEVATION
LINE OF PLANE 16'-0' HIG_H___________________
FROM 1ST FINISH FLOOR
R
to
N
I I E] I E
13 -------------- 10 -------------- - - ----------------- -
1ST FINISH
F�107.08'
GRADE
OL
Ir
0 2' 4' 6' 8'
3/16" =1'-0"
REAR (WEST) ELEVATION
0 2' 4' 6' 8'
3/16" =1'-0"
2ND PLATE HT.
+125.08'
HEADER
+124.08'
2ND FINISH
'
I
+116.08'
o
I
V.I.F.
(E) PLATE HT.
I
+115.08'
I
�
N
Z_
+I
o
J
m
to
N
I I E] I E
13 -------------- 10 -------------- - - ----------------- -
1ST FINISH
F�107.08'
GRADE
OL
Ir
0 2' 4' 6' 8'
3/16" =1'-0"
REAR (WEST) ELEVATION
0 2' 4' 6' 8'
3/16" =1'-0"
2ND PLATE HT.
+125.08'
HEADER
+124.08'
GRADE
NOTE:
ANY CHANGES TO THE APPROVED COLORS
MATERIALS, AND EXTERIOR FINISHES SHALL BE
REVIEWED AND APPROVED BY THE CITY OF
CUPERTINO PLANNING DIVISION PRIOR TO
INSTALLATION/ APPLICATION
STRUCTURE ENGINEER:
Z2 Plan Check Comment 11.8.18
ZI Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue:
Date:
6.20.2018
Sheet Title:
ELEVATIONS
Sheet No.:
2ND FINISH
FLOOR
+116.08'
o
I
V.I.F.
(E) PLATE HT.
C010
N
+115.08'
I
_
N
Z_
+I
o
J
m
X
a
1ST FINISH
FLOOR
107.08'
GRADE
NOTE:
ANY CHANGES TO THE APPROVED COLORS
MATERIALS, AND EXTERIOR FINISHES SHALL BE
REVIEWED AND APPROVED BY THE CITY OF
CUPERTINO PLANNING DIVISION PRIOR TO
INSTALLATION/ APPLICATION
STRUCTURE ENGINEER:
Z2 Plan Check Comment 11.8.18
ZI Plan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue:
Date:
6.20.2018
Sheet Title:
ELEVATIONS
Sheet No.:
LEFT (SOUTH) ELEVATION
ENTRY
PLATE
HT.
+118.08'
S.U.
+116.08'
1ST FINISH
F
107.08'
_[ GRADE
0 2' 4' 6' 8'
3/16" =1'-0"
GRADE
RIGHT (NORTH) ELEVATION
ELEVATIONS KEY NOTE:
GRADE
21SID PLATE HT.
+125.08'
HEADER
+124.08'
ENTRY PLATE
HT.
+118.58'
2ND F.F.
+116.08'
V.1 F.
1ST PLATE HT.
+115.08'
1ST FINISH
FLOOR
107.08'
GRADE
SECTION
GRADE
0 2' 4' 6' 8'
3/16" =1'-0"
NOTE:
..... ......................
.. ..... ....... ....�
.. ........ ..... .....o
.... ... .... ........Lf)
.......... ..............0
.. ... .............
. .... . ... ...............
. ...... .........0
.... ........ ... .........�
.. .........N
S'.T tl'.'D'.I.'.O.'>
... ... .....�
. .... ....R
.. .......... .... ....o
.... .. ...... © .....�
..... ....................�
R
...................................
2ND PLATE HT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C
+125.08' CIO
'd'
HEADER P:.408.892.5020. F, 4U8:87� :6923 ;
+124.08'
ENTRY PLATE
2ND PLATE HT.
(D
ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU,
+118.08'
_
D=
+125.08'
_J
COLOR WALNUT CREEK BLEND, PRODUCT #2773,
New Custom Homes
+„s..F.
10047 Crescent Road
V.I.F.
1ST PLATE HT.,,k
HEADER
STANDARD WEIGHT. CLASS 'A' MIN.
+124.08'
O
ELDORADO STONE, CASTAWAY STACKED STONE.
0
ENTRY PLATTE
0
(E) STUCCO PAINTED WITH KELLY MOORE, COLOR
STUDY
TOILET
0-)
M.
+118.08'
#41, SNIP OF TANNIN.
AREA
BATH.
2ND FINISH
®
(N) STUCCO PAINTED WITH KELLY MOORE, COLOR
S.U.#41,
FLOOR
SNIP OF TANNIN. MATCH WITH (E) STUCCO
+117.08'
o
+116.08'
V.I.F.
1ST PLATE HT.
0
DECORATIVE WOOD BALUSTERS DO NOT ALLOW 4”
_
+115.08'
SPHERE TO PASS THROUGH.
FACIA PAINTED WITH KELLY MOORE, COLOR #36,
N
z
NAVAJO WHITE.
+o
M
X
a
ENTRY
FOYER
NOOK
00
�7
6'-0" MAX. HIGH REDWOOD FENCE AND GATE
1ST
1ST FINISH
FINISH
0
107.08'
107.08'
GRADE
21SID PLATE HT.
+125.08'
HEADER
+124.08'
ENTRY PLATE
HT.
+118.58'
2ND F.F.
+116.08'
V.1 F.
1ST PLATE HT.
+115.08'
1ST FINISH
FLOOR
107.08'
GRADE
SECTION
GRADE
0 2' 4' 6' 8'
3/16" =1'-0"
NOTE:
..... ......................
.. ..... ....... ....�
.. ........ ..... .....o
.... ... .... ........Lf)
.......... ..............0
.. ... .............
. .... . ... ...............
. ...... .........0
.... ........ ... .........�
.. .........N
S'.T tl'.'D'.I.'.O.'>
... ... .....�
. .... ....R
.. .......... .... ....o
.... .. ...... © .....�
..... ....................�
R
...................................
2ND PLATE HT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C
+125.08' CIO
'd'
HEADER P:.408.892.5020. F, 4U8:87� :6923 ;
+124.08'
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
1ST FINISH
FLOOR 4045 Moreland Way
107.08' San Jose CA 95130
—L*Tel. 408.726.2956
GRADE Email: Email.
0 2' 4' 6' 8'
3/16" =1'-0"
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
G��SED ARCy�T
v �pNK L. yo FcA
m N0. C29889 Irl
REN. 2/28/19
OF C A�
STRUCTURE ENGINEER:
Z2 Plan Check Comment 11.8.18
APIan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue:
Date:
6.20.2018
Sheet Title:
ELEVATIONS
Sheet No.:
0 2' 4' 6' 8' ANY CHANGES TO THE APPROVED COLORS Q
SECTION MATERIALS, AND EXTERIOR FINISHES SHALL BE ❑
REVIEWED AND APPROVED BY THE CITY OF
3/16"=1'-0" CUPERTINO PLANNING DIVISION PRIOR TO
INSTALLATION/ APPLICATION
ENTRY PLATE
HT.
Project:
+118.08'
_
D=
Grand Success LLC
_J
2ND FINISH
FLOOR
New Custom Homes
+„s..F.
10047 Crescent Road
V.I.F.
1ST PLATE HT.,,k
Cupertino, CA 95014
+115.08'
Applicant/Owner:
Grand Success LLC
Mr. Can Fa Chen
1ST FINISH
FLOOR 4045 Moreland Way
107.08' San Jose CA 95130
—L*Tel. 408.726.2956
GRADE Email: Email.
0 2' 4' 6' 8'
3/16" =1'-0"
Architect:
STUDIO 61 ARCHITECTS, Inc.
12480 Saratoga Ave.
Saratoga, CA 95070
T: (408) 892.5020
F: (408) 871.6923
Email: FRANKLHO@YAHOO.COM
G��SED ARCy�T
v �pNK L. yo FcA
m N0. C29889 Irl
REN. 2/28/19
OF C A�
STRUCTURE ENGINEER:
Z2 Plan Check Comment 11.8.18
APIan Check Comment 9.12.18
NO. Revision Date
Drawn By: Date:
Issue:
Date:
6.20.2018
Sheet Title:
ELEVATIONS
Sheet No.:
0 2' 4' 6' 8' ANY CHANGES TO THE APPROVED COLORS Q
SECTION MATERIALS, AND EXTERIOR FINISHES SHALL BE ❑
REVIEWED AND APPROVED BY THE CITY OF
3/16"=1'-0" CUPERTINO PLANNING DIVISION PRIOR TO
INSTALLATION/ APPLICATION
' PER 461-M-1 g - - - - - - - - - FOUND CITY MONUMENT
MON-MON 400.17 - - - - - -
PER 461-M-19
LEGEND:
2.43'---------ROAU ,/\,- - - - -RESTAC ASPHALT CONCRETE
PER 461 M 19 - HILLCBC BUILDING CORNER
BW BACK OF WALK
FOUND CITY MONUMENT CB CATCH BASIN
CMP CORRUGATED METAL PIPE
PER 461-M-19 Co CLEAN OUT
CRN CROWN
DW DRIVEWAY
/ EC EDGE OF CONCRETE
EM ELECTRIC METER
EP EDGE OF PAVEMENT
148.25'19.59' / FCOR FENCE CORNER
FOUND
PER 461-M-19 I PER 461-M-19 FFD FINISHED FLOOR
/ FL FLOW LINE
-1 FH FIRE HYDRANT
/ FW FRONT OF WALK
G GROUND
GC GARAGE CORNER
GF GARAGE FACE/FRONT
GFC GROUND AT FENCE
GM GAS METER
HCR HANDICAP RAMP
INV INVERT
IP IRON PIPE
190.96' I JP JOINT POLE
LG LIP OF GUTTER
PER 461-M-19 o/H OVERHEAD
PC PROPERTY CORNER
- - - - RW RETAINING WALL
SL STREET LIGHT
79.62' - 13�RWD 10�'RWD 20"TREE(S) I SSCO SANITARY SEWER CLEANOUT
I PER 496-M 33
„ SSMH SANITARY SEWER MANHOLE
c 12 PINE G G N.0°05,40"W G 00.00° �� �° o°�o c o SDMH STORM DRAIN MANHOLE
F F F _ _ � F_ _ ° o TBC TOP BACK ROLLED CURB
010�� oG ��o o °° T 2"TREE(S) 3"EE °A8"RWD TC TOP OF CURB
TOB TOP OF BANK
° �� o �� TOE TOE OF BANK
TW112.33G°+o�oTW110.78 TP TOP OF PAVEMENT
BW106.83 RETAINING WALL BW107.02 0� TRC TOP OF ROLLED CURB
�� oo TW TOP OF WALL
U/G UNDERGROUND
o TW113.52 TW111.45 0� TW110.90 �oo. o '` VCP VITRIFIED CLAY PIPE
+G��� BW107.30 BW107.30 °�° BW106.60 °�° a �� off° 0 5 10 20 WV WATER VALVE
a F�15"RWD WM WATER METER BOX
a
F° �� TW112.20 +GooL ° a 4 �, ��° +oo°�o +c'o°�� �o�� -CN- CABLE TELEVISION LINE
o o BW106.96 as + ° -E- ELECTRICAL LINE
�+ o �° G �� -G- GAS LINE
o° ° -SS- SANITARY SEWER LINE
O I TW109.25 -SD- STORM DRAIN LINE
BW107.17 -T- TELEPHONE LINE
-W- WATER LINE
O a 4 + �°o +° oo �° + �o°�o O
) BASIS OF BEARINGS:
I- � +G°l / 10047 CRESCENT ROAD o°�° THE BEARING, N4'30'40"W, OF THE
I
MONUMENT LINE OF HILLCREST ROAD, AS
I
SHOWN ON THAT CERTAIN MAP FILED IN THE
EXISTING HOUSE
cl
O
COUNTY, STATE OF CALIFORNIA, IN BOOK
\°
461 OF MAPS AT PAGE 19, WAS USED AS
7"TREE
7"SHRUB
I I
00
MAP.
I
r�
N
Ln
TBM ELEV=100.00 (ASSUMED)
UTILITY NOTE:
�G
UNDERGROUND UTILITIES. SHOWN PER
LLJ
I
SURFACE EVIDENCE AND RECORD MAPS.
I
MAY BE DIFFERENT THAN AS SHOWN.
/ BEFORE EXCAVATION, CALL UNDERGROUND
O
SERVICE ALERT (USA) 1-800-642-2444.
O
/ NOTES
I
I
°
I
N
�
I
-FS'oo.
EXISTING HOUSE
FF = 107.08±
RIDGE= 1 28.58±
a
PORCH o�
a
a
�° albN
N
o
N
° a ° TW 105.32
13 E BW104.78
a
0
-I-c' oo^�
3"ORANGE(
5
+° 0�0
° AREA = 10,997±SQ.FT.
AREA AFTER 10' ROAD
+Go�c DEDICATION = 9,996.6±SQ.FT.
�D .N° o
+G °°+G °D
+
0
20PINE` ;�
a as 24 PINE o 0
FOUND 1 " IRON PIPE I ° °� �° °zi
°�° a +NSp)
WITH TAG RCE 11064 104.7
PER 538-M-40 a a ° BW103.95
a
-- -- -- -- -- --G a a --�- - -
o��° SSCO +�Qo��� +�e°�� BW103.20
I a a
a
6 I �, a a° a a „TRE
------ °41
S.0°0540 E°.
o5
CRESCENT
------------
N-
D
10075 CRESCENT ROAD
MONUMENT LINE OF HILLCREST ROAD, AS
SHOWN ON THAT CERTAIN MAP FILED IN THE
EXISTING HOUSE
OFFICE OF THE RECORDER OF SANTA CLARA
COUNTY, STATE OF CALIFORNIA, IN BOOK
461 OF MAPS AT PAGE 19, WAS USED AS
7"TREE
THE BASIS OF BEARINGS SHOWN ON THIS
MAP.
BASIS OF ELEVATION: $
N
�cj
TBM ELEV=100.00 (ASSUMED)
UTILITY NOTE:
UNDERGROUND UTILITIES. SHOWN PER
SURFACE EVIDENCE AND RECORD MAPS.
MAY BE DIFFERENT THAN AS SHOWN.
/ BEFORE EXCAVATION, CALL UNDERGROUND
SERVICE ALERT (USA) 1-800-642-2444.
lool
/ NOTES
L11 ' 1. MEASUREMENT OF BUILDING LINE IS TO
THE FACE OF STUCCO OR SIDING
F�
00
nPINE�PINE
D" °
G c��o
CB -
03 -92 i� C
03-32
RETAINING WALL BW102.67 9" NE
100 93
W� 5' REE �� o �° Tc
G9"PINE
+o,�ooN� + 00.26 WV °o
/
7
85.21+c o\° 7y10' TO BE DEDICATED �° »
FOR ROAD PURPOSE 9 41° 42'5 2
14.81' -
R= 180.0
oi
ROAD _ - -
0
000
�ETBL=M 100.00
NEW
RESIDENCE
10047 CRESCENT ROAD
CUPERTINO, CA
APN: 326-16-027
W E C
& A S S O C I A T E S
2625 MIDDLEFIELD RD k658
PALO ALTA CA 94306
TEL: (650) 823-6466
FAX: (650) 887-1294
LICENSE STAMPS AND SIGNATURE
* 9'
8235
ISSUED
DATE: MARCH 26, 2018
SCALE:
1"=10'
DRAWN: BG
JOB:
10078
SHEET TITLE:
BOUNDARY&
TOPOGRAPHIC
SURVEY
SHEET NO.
coo
WEC