approved plan set RM-2017-44.pdfREAR YARD ENCROACHMENT (145 S.F.)
REQUIRED REAR YARD) 20' x 14' = 1,480 S.F.
REMAINING REAR YARD = 1,156 S.F.
(1,551 S.F. NOT INCLUDING COY. TERRACE)
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00
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v /
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CONC SIDEWALK
CURB & GUTTER
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60 W
O 2 6 12 20
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INDEX 0Fcu5 �1A JING�S APPR Vtffocl/A I
Al
/ A2
A3
A4
� AREA CALCULATIONS
ou
Cn
NORTH
a
E
EXISTING
1,314
S.F.
LIVABLE AREA
A 12.50
x
1.83
91.9
B 15.61
x
3.33
52.2
C 15.61
x
4.50
10.5
D 28.11
x
22.61
638.4
E 20.00
x
10.11
203.3
F 25.11
x
24.33
612.4
G 11.00
x
6.11
104.8
P 15.61
x
TOTAL
1,180
GARAGE
x
9.83
50.8
H 6.00
x
2.00
12.0
1 20.00
x
21.00
420
1 14.00
x
2.00
28.0
2,305
S.F.
TOTAL
460
ADDITION
1,314
S.F.
LIVABLE AREA
K 16.33
x
2.00
32.1
L 14.50
x
5.83
84.6
M 1.00
x
2.00
14.0
N 20.00
x
11.61
233.3
0 5.11
x
2.83
14.6
EXISTING
460
TOTAL
319
COVERED
PORCH
TOTAL
432
P 15.61
x
6.50
101.8
Q 5.11
x
9.83
50.8
R 6.50
x
21.1
81.0
S.F.
COVERAGE
TOTAL
141
rr_�n
I)nl-nil
AREA DIAGRAM
NORTH
0 2 6 12 20
v
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N
AS
CI
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ra LJ H I TECTS
SITE P L R M -2 017-44 22867 SUNSET RIDGE DR.
AUBURN, CA 95602
AREA DIAGRAM Application NU 500-268-3055
VICINITY MAP
EXISTINCApIp@jgf-a1=9Ndy: Director / SL V. HARRIS
rhaarchitects.com
PROPOSqk�rf�,&4AgD[)=4eeN 01/30/18 rhassoc@sbcglobal.net
RBUIL. r _tI - if Ellen Yau G� A'
Case Man „ei 's
EXTERIOR ELEVATIONS
No. C 25431
BOUNDRY Exp. 11-19
GRADING t DRAINAGE PLAN
AREA SCHEDULE
LOT AREA
1,314
S.F.
LIVABLE AREA
10111 FARALLONE DRIVE
EXISTING
1,180
S.F.
ADDITION
319
S.F.
REMOVED
-150
S.F.
CONVERTED GARAGE
28
S.F.
TOTAL
2,031
S.F.
GARAGE
9'-10"
EXISTING
460
S.F.
CONVERTED TO LIVABLE
-28
91_01,
TOTAL
432
20'-0"
AREA RESERVED FOR
AREA DIAGRAM
NORTH
0 2 6 12 20
v
I
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I
N
AS
CI
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SITE P L R M -2 017-44 22867 SUNSET RIDGE DR.
AUBURN, CA 95602
AREA DIAGRAM Application NU 500-268-3055
VICINITY MAP
EXISTINCApIp@jgf-a1=9Ndy: Director / SL V. HARRIS
rhaarchitects.com
PROPOSqk�rf�,&4AgD[)=4eeN 01/30/18 rhassoc@sbcglobal.net
RBUIL. r _tI - if Ellen Yau G� A'
Case Man „ei 's
EXTERIOR ELEVATIONS
No. C 25431
BOUNDRY Exp. 11-19
GRADING t DRAINAGE PLAN
AREA SCHEDULE
LOT AREA
1,314
S.F.
LIVABLE AREA
10111 FARALLONE DRIVE
EXISTING
1,180
S.F.
ADDITION
319
S.F.
REMOVED
-150
S.F.
CONVERTED GARAGE
28
S.F.
TOTAL
2,031
S.F.
GARAGE
A.P.N.:
EXISTING
460
S.F.
CONVERTED TO LIVABLE
-28
S.F.
TOTAL
432
S.F.
AREA RESERVED FOR
14
S.F.
1 NON-CONFORIMG GARAGE
�'r
SAN JOSE, CA 95123
CO RE C
21
S.F.
COVERED TERRACE
205
S.F.
COVERAGE
ALLOWED (45%)
3,291
S.F.
EXISTING (32%)
2,305
S.F.
PROPOSED (31%)
2,101
S.F.
FLOOR AREA
T
SI I
ALLOWED (45%)
3,291
S.F.
EXISTING (31%)
2,240
S.F.
PROPOSED (34%) Q1
2,483
S.F.
PROJECT I1\l�0
OWNER:
JOHN t MARY ANN HERLIHY
• r a
10111 FARALLONE DRIVE
CUPERTINO, CA 94022
JOB ADDRESS:
10111 FARALLONE DRIVE
CUPERTINO, CA
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Approval
Body: Director/ 5A
Date 01/30/18
�ARRSA.11A.
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architects.comApprovaI
I
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Signature
Ellen Yau
°.,,e r
Ca s e Ma A
WALL SCHEDULE
EXISTING WALL
NEW WALL
EXISTING WALL
(TO BE REMOVED)
No. C 25631
, Exp. II -19
drawings
NEW
FLOOR PLAN
revisions
0 12/12/11 PER
PLANNING
project number
2-412
date
NOV. 2011
sheet number
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Case #
RM -2017-44
22867 SUNSET RIDGE DR.
AUB
AUBURN, CA 95602
Application NU500-268-3055
Approval
Body: Director/ S
ALV�HAFtFiSA�IA
Approval
Date 01/30/18
rhaarchitects.com
rhassoc@sbcglobal.net
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22867 SUNSET RIDGE DR.
AUB
AUBURN, CA 95602
Application NU500-268-3055
Approval
Body: Director/ S
ALV�HAFtFiSA�IA
Approval
Date 01/30/18
rhaarchitects.com
rhassoc@sbcglobal.net
Signature
Ellen Yau
`.,,e Irr
Ca s e Ma A
ADDITION L
No. C 25631
, Exp. II -19 ,
drawings
EXTERIOR
ELEVATIONS
revisions
0 12/12/11 PER
PLANNING
project number
2-412
date
NOV. 2011
sheet number
0
HOUSE ROOF DOWNSPOUTS
SEE ARCHITECTURAL PLANS
SPLASH BLOCK
_
5% MIN.
/x\\/x\\/x
NATIVE GRADE OR
COMPACTED SUBGRADE
2X4 HEADER
ROOF DOWNSPOUT /SPLASH BLOCK
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FINISH GRADE
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ALL GAS, ELECTRICAL, TELEPHONE AND CABLE T.V. UTILITIES, WILL BE
(NATIVE BACKFILL)
DESIGNED AND CONSTRUCTED BY OTHERS UNDER SEPARATE CONTRACTS
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
Q
AND PLANS.
ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF WORK ON THIS
0
PROJECT EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
6.
X3/4" DRAIN ROCK
I GENERAL NOT S
1.
CON RACTOR SHALL EXERCISE ALL NECESS RY CAUTION TO AVOID
7.
--CAP-TYP.
DAMAGE TO ANY EXISTING TREES AND SUR ACE IMPROVEMENTS WHICH
THAN 12" CLEARANCE, SAND BEDDING SHALL BE EXTENDED VERTICALLY
ARE TO REMAIN IN PLACE AND SHALL BEA FULL RESPONSIBILITY FOR ANY
UNDERGROUND NOTES
- GEO-TEXTILE FABRIC TO
DAMAGE THERETO.
ENCLOSE ALL DRAIN
1.
CONTRACTORS SHALL EXPOSE AND VERIFY PIPE MATERIAL, LINE SIZE,
ROCK 2.
EXIS-ING UNDERGROUND LINES, APPURTENAINCES AND FACILITIES WHICH
LOCATION AND ELEVATION OF EXISTING UTILITIES, INCLUDING SANITARY
ARE KNOWN TO THE ENGINEER ARE SHOWN FOR INFORMATION ONLY.
SEWERS, STORM DRAINS, AND WATER LINES AT ALL TIE-INS AND CROSSINGS
UNLESS OTHERWISE NOTED, SANITARY, STORM AND WATER LATERALS
CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID
PRIOR TO CONSTRUCTING NEW FACILITIES.
SHALL BE CONSTRUCTED TO 5 FEET FROM FACE OF BUILDING.
DAMAGE TO ANY EXISTING FACILITIES WHICH ARE TO REMAIN IN PLACE,
WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLANS, AND SHALL 2.
UNLESS OTHERWISE NOTED, ALL STORM DRAINS, SANITARY SEWERS,
THE TOP OF THE CONE PORTION OF THE MANHOLE SHALL BE SET SIX INCHES
BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. NO WARRANTY
MANHOLES AND INLETS SHALL BE CONSTRUCTED IN CONFORMANCE WITH
BELOW SUBGRADE.
IS GIVEN AS TO THE COMPLETENESS AND ACCURACY OF SUCH FACILITIES
THE COUNTY OF SAN MATEO STANDARD SPECIFICATIONS AND STANDARD PLAN
INFORMATION.
DETAILS AS DESIGNATED AND TO DETAILS AS SHOWN ON THE PLAN.
3.
ALL CONTRACTORS WILL BE RESPONSIBLE FOR VERIFICATION OF THE
LOCATION OF ALL EXISTING UTILITIES IN THE FIELD. LOCATIONS SHOWN ON 3.
ALL TRENCH EXCAVATION, BACKFILL AND BEDDING FOR STORM DRAINS
THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY.
AND SANITARY SEWERS SHALL CONFORM TO THE COUNTY OF SAN MATEO
STANDARD SPECIFICATIONS, AND DETAILS.
MAINTENANCE NOTES 4. CONTRACTOR SHALL CALL UNDERGROUND SERVICES ALERT "USA" CENTER
AT 800/642-2444, A TOLL-FREE NUMBER, 48 HOURS IN ADVANCE OF ANY
1. OWNER IS RESPONSIBLE FOR MAINTAINING ALL INLETS EXCAVATION ACTIVITY SO ALL UNDERGROUND FACILITIES CAN BE 4. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT
RETENTION SYSTEM, DEBRIS BASIN & DRY WELLS FROM LOCATED AND MARKED. COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND
TRASH, DEBRIS & SEDIMENTS. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY
2. THE REGULAR CLEARING OF SILT AND DEBRIS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR
IS ESPECIALLY IMPORTANT PRIOR TO EACH RAINY SEASON. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONNEL TRENCH SHORING DESIGN AND INSTALLATION.
NHi
PLAN
INFILTRATION DEVICE
N.T.S.
AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
IL
Z
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
5.
ALL GAS, ELECTRICAL, TELEPHONE AND CABLE T.V. UTILITIES, WILL BE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER,
DESIGNED AND CONSTRUCTED BY OTHERS UNDER SEPARATE CONTRACTS
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
Q
AND PLANS.
ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF WORK ON THIS
0
PROJECT EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
6.
THE USE OF MATERIALS CONTAINING ASBESTOS SHALL NOT BE PERMITTED.
THE CITY OR THE ENGINEER.
7.
IN LOCATIONS WHERE UTILITY LINES OR OTHER SEWER CROSS WITH LESS
6. IT SHALL BE THE RESPONSIBILITY OF THE VARIOUS CONTRACTORS TO
THAN 12" CLEARANCE, SAND BEDDING SHALL BE EXTENDED VERTICALLY
COORDINATE THEIR WORK SO AS TO ELIMINATE CONFLICTS AND TO INSURE
FROM THE BOTTOM OF TRENCH TO MIN. 6" ABOVE THE UPPERMOST PIPE AND
COMPLETION OF THE ENTIRE PROJECT WITHIN THE SPECIFIED PERIOD.
EXTENDED LATERALLY 5' IN EACH DIRECTION FROM THE POINT OF
CROSSING AND COMPACTED TO 90% RELATIVE COMPACTION.
7. THE CONTRACTOR SHALL MAINTAIN THE STREET, SIDEWALKS AND ALL
OTHER RIGHTS-OF-WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALL
8.
UNLESS OTHERWISE NOTED, SANITARY, STORM AND WATER LATERALS
SPILLS OF SOIL, ROCK OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM
SHALL BE CONSTRUCTED TO 5 FEET FROM FACE OF BUILDING.
THE PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE
PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE
9.
THE TOP OF THE CONE PORTION OF THE MANHOLE SHALL BE SET SIX INCHES
MAINTAINED IN A CLEAN, SAFE AND USABLE CONDITION.
BELOW SUBGRADE.
DEMOLISH AND
REMOVE ENTIRE
SWIMMING POOL PRIOR
TO BACKFILLING AS
RECOMMENDED IN THE
SOIL REPORT.
- 6" PVC (SDR 35)
® S=11% MIN.
AD
INV 97.5±
-CONCRETE
TO REMOVE
P.E.Q.
TO REMOVE
too el
INFILTRATION DEVI
00 l0 6'X6'X4.5' DEEP
SEE DETAIL
RIM 99.8±
9974 INV 97.0±
0 10 20 30 FEET
SCALE
QROFESSION4/
\���P N. RgF�0Fyc�
Community De e 0me-nt a tment
No. 5 U
Planning D VI I9n Ll i D
IVIL
-CVPERTINO A PRO��
f l �f
Case # RM -2017-4
Applic it i� Number(s)
Approval Body: Direct r l
Approval Date 01/30/ 8 ?
Signature Ellen Yau I;; W g
Ca e Mara r
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DESCRIPTION
PROPERTY LINE
LEGEND
CENTERLINE
SANITARY SEWER
STORM DRAIN LINE
DRAINAGE FLOW
REMOVE TREE
EARTHWORK QUANTITY
NOTE:
THE QUANTITIES ARE SHOWN FOR THE PURPOSE OF
GRADING PERMIT APPROVAL FROM THE CITY OF
CUPERTINO AND ARE NOT TO BE USED FOR
PAYMENT TO THE CONTRACTOR . CONTRACTOR SHALL
ESTABLISH HIS OWN QUANTITIES.
APPROXIMATE CUT REQUIRED 120± CY
REVISIONS BY
JOB NO:
DATE: 11-23-2017
SCALE: 1" = 10'
DRAWN BY: NR
SHEET NO:
C-2
OF 1 SHEETS
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Z (�
0
Q
Q Q
Z
Q
0
REVISIONS BY
JOB NO:
DATE: 11-23-2017
SCALE: 1" = 10'
DRAWN BY: NR
SHEET NO:
C-2
OF 1 SHEETS