R-2006-31b
10300 Torre Avenue
Cupertino, California 95014
Telephone: (408) 777-3308
FAX: (408) 777-3333
COMMUNITY DEVELOPMENT
CITY OF
CUPEIQ"INO
November 28, 2006
Leonard Hufton
4125 Blackford Ave. #200
San Jose, CA 95117
SUBJECT: RESIDENTIAL DESIGN REVIEW ACTION LETTER - Application R-2006-31
This letter confirms the decision of the Director of Community Development, given on November 28,
2006; approving a Residential Design Review for a new 3,967 square foot, two story residence located
at 11081 S. Stelling Rd (lot 3), with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "Catalano - Lot 3, Five Detached Single-Family
Residences, 11081 S. Stelling Rd., Cupertino CA" consisting of eleven sheets dated December
15, 2005, April '06, October '06 and November 15, 2006, except as may be amended by
conditions in this resolution.
2. MAINTENANCE AGREEMENT
The applicant shall record a reciprocal easement and road maintenance covenant with the
County of Santa Clara prior to the issuance of building permits.
3. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners
of the privacy protection measures and h'ee protection requirements. The precise language
will be subject to approval by the Director of Community Development. Proof of recordation
must be submitted to the Community Development Department prior to final occupancy of
the residence.
4. SETBACKS
The front (facing Catalono Ct.) setback and shall be measured from the top of the street curb.
All other setbacks shall be measured from the property line.
5. PRIVACY PROTECTION PLAN
The applicant shall plant 36" box trees in numbers and type from the privacy protection
planting list at the side and rear property lines to mitigate any privacy impacts from the
second story windows prior to approval of building permits. A privacy protection plan shall
be reviewed and approved to the satisfaction of the Community Development Department
prior to issuance of building permit.
Printed on Recycled Paper
6. PROTECTED TREES
Trees #2, #23, #26, #28, #31, #32, #33 shall remain and be protected according to the arbor
report dated June 2, 2006 unless otherwise approved by the Director of Community
Development.
7. TREES REQUIRED
One 24/J box tree is required by the Single Family (R1) Ordinance. The specific location and
type of all trees required shall be specified in a revised landscape plan and approved by the
Director of Community Development prior to approval of building permits.
8. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/ or agencies with regard to
the proposed project for additional conditions and requirements. Any misrepresentation of
any submitted data may invalidate an approval by the Community Development Department.
9. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of
such fees, and a description of the dedications, reservations, and other exactions. You are
hereby further notified that the 90-day approval period in which you may protest these fees,
dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a),
has begun. If you fail to file a protest within this 90-day period complying with all of the
requirements of Section 66020, you will be legally barred from later challenging such
exactions.
Please be aware that if this permit is not used within one year, it shall expire on November 28,2007.
The project has met all of the required findings of approval for a Two-story Residential Permit and
the Minor Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.090 (B)
and 19.28.100 (D). Please note that an appeal of this decision can be made within 14 calendar days
from the date of this letter. If this happens, you will be notified of a public hearing, which will be
scheduled before the Planning Commission.
Sincerely,
-- )
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Judie Gilli
Planning Department
City of Cupertino
;L
Enclosures:
Approved Plan Set
DESIGN REVIEW APPROVAL AND CONDITIONS
LOCATION
;.J .> "jr':0f\,0,n
! ',rlW~L0J.".\J ~o.
nM Application
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Signature ~ ' . ._ . -
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PROJECT
1. APN : 362-18-003
2. ZON'G : R1-6
3. GROSS LOT SIZE - 48,782 SF (1.1 AC'S)
4. FIVE(5) SFR LOTS
5. LOT SIZE & BLDG INFO
LOT NO
LOT 1
LOl2
LOT 3
lOT"
!:2U...
TOTAl
NET LOT
~
7801
8698
9138
9285
2-
43,418
LOT SIZE AND BUILDING AREA
'r~) COVERAGEl%) 2N~,%R(SFI
2249 29 994
2625 30 1181
2752 30 1215
2752 30 1208
2653 31 1168
2N011ST SLOG TOTAUS
FAR % LIV'G I GAR
41.5 27941449
43.8 3372 f 434
44.1 34nl490
43.9 3470 J 490
44.0 3387 1434
16,51412.297
FAR'''') ~~':~~.
41.5 770
43.8 657
43.4 672
42.6 971
45.0 952
6. BLDG HT:
MAX.- 28'-0"; PROPOSED VARIES SEE ELEVATION SHEETS
7. REMOVE (E) 1-STORY HOUSE AS REQ'D
8. SETBACKS:
SEE A-2 FOR DETAILED INFO.
9. REF. TO A-2 FOR TREE PROTECTION REQUIREMENTS.
DEVELOPER:
PAN CAL CORPORATION
4125 BLACKFORD AVENUE, SUITE 200
SAN JOSE, CA 95117
(408) 248-6600
(408)248-3667 (FAX)
DATA
lOT NO
LOT1
lOT 2
LOT3
lOT 4
lOTS
TOTAL. 2ND FlR
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141
171
155
155
154
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DRAWING
ARCHITECTUAL
SHEET 1 A- 1 TITLE SHEET
SHEET 2 A- 2 ARCHI.SITE PLAN
SHEET 3 TP TREE PROTECTION PLAN
SHEET 4 LC CONCEPTUAL LANDSCAPE PLAN
LOT 3
SHEET 5 A-3.1 1ST FLOOR PLAN
SHEET 6 A-3.2 2ND FLOOR PLAN
SHEET 7 A-3.3 UPPER ROOF PLAN
SHEET 8 A-3.4 BLDG SECTIONS
SHEET 9 A-3.5 BLDG ELEVATIONS
SHEET 10 A-3.6 BLDG ELEVATIONS
% OVER 6'.0.
~
60(43%)
78(46%)
58(37%)
60(39%)
56(36%'
MAP
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ARCHITECT:
STEVE YANG & ASSOCIATES
CONSULTANTS
CIVlL ENGINEER: NELSEN ENGINEERING
SOIL ENGINEER:
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NORTH
TEL (408) 694-1618
FAX (408) 694.1688
TEL (408) 257-6452
LANDSCAPE ARCHITECT: GREG G INC & ASSOCIATES 1585 THE ALAMEDA, SUITE #201 TEL (408) 947-7090
., SAN JOSE, CA 95126
STRUCTURAL ENGINEER:
MECHANICAL ENGINEER:
ELECTRICAL ENGINEER:
~bT 31
RECRTVRD
SEP 2 2 2006
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1618 WILLOWHUSRT AVE.
SAN JOSE, CA 95125
STEVENS CREEK 8L VD,
CUPERTINO, CA 95014
PLANN'G REVIEW
R-2005
I~.J
Steve Yang
& Associates
(Ircni\~c\:'I oio/p~
plannioQ
orchilecture
& design
1616 WIllOWHURST A.VE
Son Jo:'le. CA. 951250
(~08) 694-1518
Revisions By
1/23/06 NH
3/06/06 NH
4/'D/06 NH
Drawn CH
Check SY
Date 12/12/05
Scale AS.NOTED
Job No 05.20
Ge)t
A-1
01
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GENERAL TREE NOTES:
A. REF. TO 'C'-DWGS FOR (El TREE LOCATIONS
B. SEE ARBORIST REPORT FOR TREE
PROTECTION MEASUREMENTS, a TO
COMPLY WI CITY STANDARDS.
C. EXISTING TREE PROTECTION DURING
CONSTRUCTION
1. PROTECTION PLAN SHALL BE SUBMITTED
TO CITY PRIOR TO ISSUANCE OF
GRADING OR BLDG PERMIT.
2. PLAN SHALL BE PREPARED BY A
UCENSED LA. OR CITY APPROVED
ARBORIST.
3. PLAN SHALL INClUDE THOSE STANDARDS
OF CHAPTER 14.18 oFif7-'iW~HC~3UGn
R~~ Application
Approval Date
Signatur~,
:cess Man<:~
6. A DEED RESTRICTION REQ'D TO ENSURE
THE PRE SERVATlON a MAINTENANCE OF
SCREEN'G TREES a CITY FINAL
INSPECTION IS REQ'D.
7. TREES/SHURBS SHOWN ARE
CONCEPTUAL, OF PRIVACY PLANT'G,
ACTUAL PLANT'G SEE 'L'-DWG'S
8. TREE PROTECTION PRIOR TO , DURING a
CONSTRUCTION SHALL FOLLOW THE
TREE SURVEY REPORT WHICH IS
PROVIDED BY BARRIE D. COATE a
ASSOC'S DATED 7 I 3 I 2004
9. EXISTING TREE TO BE PRESERVED a BE
~ PROTECTED DURING CONSTRUCTION
( . \ SEE SHEET 'TP'-TREE PROTECTION PLAN FOR
'- / PROTECTION MEASURES.
TREES LOCATED AS PER SURVEY PROVIDED BY
NELSON ENGINEERING.
CONTRACTOR TO VERIFY TREE LOCATIONS IN
THE FIELD.
D. LANDSCAPE MmGATlON NOTES:
1. REAR YARD PRIVACY TREES/SHURBS
T. - MIN. 24' BOX; 8' IN HT.
S. - MIN. 15 GAL; 6' IN HT.
2. PLANT LS PRIOR TO OCCU. PERMIT
3. SPECIES TO BE SELECTED FROM MCC
SECT. 19.28.140 APPENDIX NON-
DECIDUOUS TYPES.
4. THE GOAL IS TO FORM A PAKTlAL
SCREEN'G AFTER 3 YR'S GROWTH
FOLlOW'G PLANT'G
5. 2ND FLOOR FIX. WIN. a HIGH-SILL WIN'S
ARE EXEMPTED FROM THIS REQUIREM'T
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ENLARGED SITE PLAN (LOT 3) EB
NORTH
1"=10'-0"
(E)SFR
APN 362-18-008
LANDS OF TADIN
DOC. #16543900
(E)SFR
APN 362-18-007
LANDS OF LOWE
DOC. #5731627
(E)SFR
APN 362-18-038
LANDS OF MARSHALL
DOC. #5532470
RETAINING WALL J'HIGH
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',I \'"p!~/\ -)<! :"', / /~/L\lI'~ 4-9??aSF I LANDS OF KUSTERS
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APN 362-18-027
LANDS OF KAVENY
DOC. #7182657
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LANDS OF LEE
DOC. #15178890
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.. Associates
'7d1itecu oio/pe
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'7d1itectu..e
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1618 W1LLOWHURST AVE.
Son Jos.. CA. 9.512.5
(408) 694-1618
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E. DRIVEWAY ENTRANCE
REMOVE AND REPLACE PER \
CITY OF CUPERTINO
5T ANOARO
rN. JO!NT UTIl.
TRENCH
INSTALL CONe. ROLL
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'BARRIE D. COATE AND ASSOCIATES
Horticultural Consultants
(408) 353-1052
Fax (408) 353-1238
23535 Summit Rd. Los Gatos, CA 95033
TREE PROTECTION BEFORE, DURING, AND AFTER CONSTRUCTION
These are general recommendations
ADd may be supeneded by lite-specific instructions
Tree
rotection Key
BEFORE
'r_ Drlplhe
Plan locatiOll. oftrenchiog to avoid all possible cuts beneath tree can~ies. This includes trenches
for utilities, irrigatioa lines, cable TV and roo( dRlns.
PIli" consuuctioo period fence locations which will preveut equipmenJ: travel or material storage
beneath tree canopies.
Instllll fences befonj any construction related equipment is allowed. on site. This includes pickup
trucks.
Inform subcontractors in writing that they must read this document. Require MlUm of signed
copies to demonstrate 11m: they have read the document.
Prun~ any tree parts. which conflict with constructioo between August and January. Except for
pines which may be pnmed between October-January. Only an ISA certified arborist. using
ISA pruning instructions may be used for his work.. Hlimbs are in conflict. with the
CClI!st:nu:boD equipmeDt before the eertifaecl arborist is CD-Site, carpenters may cut off
offending parts 016" diameter or less, leaving an 18" long stub, which should be re...cut later
by the arborist.
~ FENGIN6
5' hl~ c.haln link. I"~,, """""r"d i:l!j ;2' dlam"ter
galvc::r'll:z:ed Ir'on p~t5. 2' deep. at max. 10' spcx.ln9.
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UDder DO circumstances may any party remo~ more than 30% of a trees foliage, or prme so
that aD unbalanced canopy is created.
~ f'l'lOTI:G.TION I"RAP
;:~~th':~ ~~ ~~~th~l=~n':~ ~
MCourely on the outelde. Do not damage bar'k. or br-anc:.hes.
DURING
Awid use of any wheeled equipment beneath tree canopies.
Mawmn fm.c;es at originallocatioo m vertical. undamaged conditioo UIItil al1 contnlC::tofl and
subcoalracton, including painters are gone.
Clear root collal'5 ofretaincd trees enough to lea~ S--6 ~ roots bases visible at 12" nom
die tnmk.
Irrigate trees adjacent to coo.stnlctioo activity during bot months (June~ober). Apply 10
gallons of\Wter per 1" oftnmk diamdef (measured at 4 ~') once per 2 week period by
soaker hose. Apply water at the dripline, or adjacent to constnJc;:tion n<< atOUDd the trunk..
Apply mulch to make a 3" deep layer in all areas. beneath tree canopies and inside fences. Any
organic material which is non toxic may be used.
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,1M Application,
j~.,p.prov..ru~.,~"ate.. . - -Q..,
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te ~~O~~31 _
AFTER
Irrigate moothly with 10 gallons of water per l'ioftnmk diamderwith a soaker hose,placedju5t
insidetbe dripline. Continue until 8" ofrain has fallen.
Avoid cutting irrigation trenches beneath tree canopies.
AvDidrototilling b8lleath tree canopies since that will destroy the small surface roots which
absorb water.
Avoid installation of turf or other frequently irrigated planU beneath tree canopies.
General Notes:
~ ~I:a~~te d:~V;~~~~~~~a~~T~d3~~~04~ ~~e; b~~=-~e
;2, stc:ondard5 Por tr"" p.otec.t1on ~II c.ompl~ ",Ith Gvf'"rtIMO Ml.n1<-lpal
Gode Chapter 14.1e.
Existing Tree Legend
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n &" CiI.ERGUS MRI~A X
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52 X
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54 15" ARIzONA ~ X
os &.~ILJ.,Jc;1I'"OL1A x
56 5"".~~'" X
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60 eo" PIUS ROXBl.R6HII X
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6" '<.o- X
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6!l 2'l.1I:I.lC;.AL.~~X"l"1...ON X
66 '" ~ L.ANGl!. SLAI.l<-A x
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Planting Legend
S,TM60L aTT. S,IZE 60T A'-!ICAL NAME COMMON NAME COMMENTS, &TM60L an SIZE 60T ANICAL NAME COMMON NAME COMMENTS,
TREES" Sl-!R.J65
C5' " l5>ual. CuprM~s sempervirens I"Clllan Cypress Min. 6' talt, Double 5tClk4d .... ,. 5 uAL Dwdrf Crassifolium
f"ittosporum crassifalium nana
P" , 24' Bax Fi&tdchia chil"\el'1&is ChinMe Plstache Min. 8' tall, Double St<!lk.ed
f'W . 5 GAL, f"ittosporum tobira 'Turner's Dwdrf' variegated Dwarf Tobird
PC' 11 15 Gal. Frur1US carollnlana std. Carolina Cherry Tr~e Min. 6' tall, Double &tak.ed TJ , 5 Gal.
Trachlospermum ja&mi"Oides esp. 5t<!lr Jasmine vine
""'. . 15G,,1 Fadaearpus er6ciliar 'Column' Fern Pine Min. h' tdll. Double 5tdk.ed vT " 5 G"I Viburnum t. '&prins Bouquet. Vlburrum
Column form. Mai.,tain as hedge.
WR ., 5 Gal. Westringia frutleasum Coast Rosemary
PT' ,. 15 Gal Fitta5parum t~I'lI.Mollum std. "0 commOf1 "ame Min. 6' tall, Double Staked
Min. 8' 1.611, Ooubl~ Staked PERENNIALS C GROUNDCovERS
55 4 24' Box Sequoia s. '&aquel' Coast ~dwaod
'&creening trees to be coordinated with MieH::lars for rlnal piaeemsnt prior to Installation. AA 11 lG,,1 Agapanth..lf> a 'Queen Anne' Dwarf Lily of the Nile
S~RU6S DV 14 5 Csal. D ielM v~getd Fortnight Lily
A6 , 5Gal " 1 e:.al. l-!em~raealli& Evergre~n Tetlow Dayl1l'::l i8' o.c. spael"9
Abuti!o" 'Bartley SehvdrtZ' Flowerl"9 Maple
LM I Gal L.;inta"a m. 'Pwrple' Tralling Lantana 2' o.e. spacing
A" 1 5> e:.al. AI'::Ia9'::1ne I-u4ogelii 'Swan River' Sll.an River Blu~ ~ibiscus
LP " I Gal Limonium perezii SoSa Lavender
AU " 5 e:.al Arbutus Uf'Iedo 'eampdeta' Dw.!!rf 5trawberry Tree
PM . 5G"1 Pnormium t. 'Bronze Ba~' l-!':jbrid FI.!Ix
EF 18 5 Gal. Eseallonia fr.!ld~5i Fink E5eallonia f"hormium t. 'Atropvrpurea.
PO 0 5 Gal. l-!':jbrid FI,b
EN ,'" 5 Gal. E5callo"la 'N~port Dwarf' DW.!Irf E~callanid
Flats 5caveala 'Mauve Clustdlrs' Fan Flower
F5 , 5 e:.al Feijoa s~lIawiana Finapple Guava TV . IG.!II. Tulbdgi.;i viol.!lcea 5aei~l':j Gar\1e 15' o.c, spaCing
LC , 5 Gal. Larop~l6ium e 'Rdzzleberri' Purple Chil"le5e Fr inge Flower
L5 4 5 G.!II. Lept05perrrn.;m s, .~ Glow' New Ze.aldlnd Tedl Tree
ND 4 5 GAL Nandina d. 'C:.ulf &tre.!lm' G.5. Heavef1I':j 66mboo
OF " 5 Csdl. O~manth.i~ frdgrans Sweet Olive 50d T.!III FMcue I-llJbrid 'M~d.!lllion' b':j F""cifiC 50d
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EXISTI~ TREe TO Be PRESERVED
AND BE PROTECTED DURINC:I
C0f'.l5TRUCTION
SEE Sl-!EET 'TF' - TREE FFi1:0TECTlON
PLAN FOFi1: FROTECTION MEASURES.
TREE5 LOCATED AS PER 5URvEj
PROVIDED BT NEL50N ENC:IINEEFi1:ING:
CONTFi1:ACTOR TO vERiFT TREE
LOCATIONS IN TI-IE FIELD
'R' ~ REFLACEMENT TREE
NOTES,
t. SCREENING: TREE5 TO BE COORDINATED
WITI-l NEIe:.j..I60RS FOR FINAL PLACEMENT
FRIOR TO INSTALLATION.
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Nov. 150, 'iZ'6
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LC
or SHEETS
54'-10"
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14' '?
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14'-s!" 7'-11~" 11'-5" 21'
54'.10"
AREA CAL.
LIV'G = 2262 SF
GAR = 490 SF
TOTAL = 2752 SF
1/8"=1'-0"
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1/23/06 NH
3/06/06 NH
Drawn NH
Check SY
Date 12/12/05
Scale AS-NOTED
Job No 05.20
20'
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1/23/06 NH
3/06/06 NH
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Check Sy
Oat" 12/12/05
Seale AS-NOTED
Job No 05.20
20'
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1/23/06 NH
3/06/06 NH
Drawn NH
ChecI:. Sy
Dale 12/12/05
Scale AS-NOTED
Job No 05.20
20'
~
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c-SHUTTER -MET Loo ~ --Q]
BLDG HT r---fQl
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FRONT ELEVATION (EAST)
MATERIAL LISTS
[AJ CEM PLASTER 3-COAT 7/S'TK, SMOOTH AN. COlOR TO SEL.
lID ABER CEM LAP SID'G S/16"TK X6" EXPOSURE MFG'ED BY 'JAMES HARDIE', SMOOTH AN. COLOR TO SEL.
[Q ABER CEM PANEL S/16"TK FROM 4'XS' MFG'ED BY 'JAMES HARDIE' SMOOTH AN. COLOR TO MATCH LAP SID'G
rnJ VINYL WIN. DBL CL PANE MFG'ED BY 'MILGARD'
[f] STONE VENEER MFG'ED BY 'CULTURED STONE', CAROUNA LEDGESTONE
If] STONE VENEER MFG'ED BY 'CULTURED STONE', COUNTRY LEDGESTONE
~ RIVER ROCK MFG'ED BY 'CULTURED STONE', EARTH BLEND
[H] ROOF'G MISSION CONC. TILE MFG'ED BY 'EAGLE', CAPISTRANO COLOR TO SEL.
OJ ROOF'G SHAKE CONC. TILE MFG'ED BY 'EAGLE' PONDEROSA COLOR TO SEL
00 SKYLITE, FLAT PROALE MFG'ED BY 'VELUX'
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4/Y:J/oe NH
Drawn NH
Check SY
Dale 12/12/05
ScaI5 AS.NOTED
Job No 05.20
20'
8
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03/06/06 NH
Drawn NH
Check SY
Dale ,2/12/051
Scale AS-NOTE~I
No 05.20
20'
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cD GARAGE SLABS ARE SLOPED AT 270 FROM REAR TO
FRONT OF GARAGE. UNLESS OTHER'MSE NOTED
@ INSTALL NEW FIRE HYDRANT PER CITy
STANDARDS
SAN
LATERAL TABLE
STORM DRAIN MANHOLE
RfM=97.74,
L~
1 I ~I ~~ nr
A J~'ST./ J I
() DRAIN NLET
T RIM- 6.9;-"/ S ::1
~ INV-fO<< I 0
SANITAR ~~9H?~~ I, U1
INSTALL (18"X18") ELECTROLlERC I V.-86.50 ::111::11 5l
&, DRAIN INLET AND BOX I t
INSTALL (18"X18") ..vGRATE_101.~-
- DRAIN INLET INV.::z98.45 BIO S~ALE SCALE "'=20'
~ @ GRA TE=1 02.0 S-O.O~ '\ FG=99.20 MATCH EXIST. FLOW -k ",I ::1
EG-103.42 INV.=98.8 FL-99.60 EG-99.20 LINE (VERIFY IN FIELD) ^ "'I I 0
N90'00.(tJ"E 210.00' ~ / '1-1 U1
S,0:-S;;;:;U-69:"34" - - - - - - - 140.66' I \ \ ;;:..- FL-99.00 - - - - - - ----;;E;;O~ AND REPC,'CE- \~" {III" I I
S=O.Ol . FG=100.8S ~"5 EX. DRIVEWAY ENTRANCE ~I ,
h L3S LF 6" SDR3 PVC@? 1 0 INS~~'riF2~:ri{ PER CITY OF CUPERTINO DRIVEW~ ::1, ::1
I C 5=0.01 \ ~.. STANDARD ~ I 5l
I FG=104.0,.1 ~ "". 24 HDPE STORM r I INStALL: LF
o ..' @) - '" 60 LF 6" DR35 PVC \ ~ DRAIN S=O 036 r- ~E~~T UTIL. 12" RCP U
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,,' ,/ ..... FF-l0333 '2' l)/ DRAIN INLET @ GUmR v.1TH CONC. PAVER VAL '" 0
-' . I' 102- PAD-l0233'6' GRATE=9850 SIDEWALK (SEE DETAIL B) &: ~ VE I U1
"- / - INV =94 50 E ~ I
J -.... '\,,, GROSS=8.496 sq f\ 1C\';_ SEE DETAIL SIDEWALl< DETAIL. SHE T 1
~ 1 GARAGE '\, GARAGE NET=8.496 sq It. STA. 1+60. INSTALL 25'-
LOT 4 PAD=103.08 PAD=101.83 5 @) \ PROPERTY LINE STORM WATER I / "'::1
.... FF-104 58 ~ A (AT REAR) I L---- rN WATER LINE TREATlMENT UNIT 45' 8
PAD=lIi3.580 ( T REAR) W S=OOl 1 \~ '::I~ ... F~OW LINE INVERT IN -92.56. 11 'X I '1
GR05S-9764 sq.lt. .6 "ANOUT r; rs( -0014 ) INVERT OUT=92.23 I '
. TP=1036 0: u;.... NORTH SIDE
I ~ NET=9,284 sq ft . ~l (rYP.) A ~ -10031, LANDSCAPE ,I ,
:\NSTALJ: ~STORM MANHOLE Cih J, TP=101.77 'rG 10031 500 l ~055 7 LJ 20'~ - EX. F E BOX TO
J RIM-102;.^<iINV IN-9776 \ 4 \ . I 4 _ / _ _ _ _ '- . / ~ ~ BE R PCATED
-1-- - IN'IER'!, OUT=96 76 Fl 48 ~ '" \ 1\ L'L.I' 0 0"""" .,. ,1._/ -1~ / ,s., q;. +E JONT P LE (u ~TIES
'\4SS' -. UDER{OUN)
I ~~ ~ ~....,n t -n r 1/'NV.-93.78 't>-),INV~.(:15" 1... 'W ,.uu 1..9~ y.. ",,,,I '\Q B REL CATE
I ~FG-1 08 ....J,;; D --T:::sn-= SD 0 SD SD 't .,,~D [X~ SD /~/ S . I STA. 1+00,
'0 .' _ __ INSTALL NEW STORM
o L- 4...H:r s /' 102--1. """'i " "'cATn MO ~1' - >-"J""" UIIL'=I , I!. ! //. 'Ct 99,2 Ijp ~ MANHOLE RIM-l00."
~ I 68~F-6"-SO;;;S PVc -3: :::.-. ~ ~2 78 SS -~SS ...".... "'~:RIVm:StR5~ S ,~~~SS t SS ~SS . . 1 0 INV. IN-90.06
I II 5-001 MIN ~ TP== .J..:': HI >l<T I , . '''6''~;;1n~ INV. OUT=89.23
-- 07 . f9'=103.53 .,..,. """" V) V) C (VERIFY IN FIELD)
..I FG=1051 ~--- ~ I - \FL-l0l.62 ~ FL-1bb.4,'\'c;.,. Ifp~ '.66700 ILCE~l1'8tlNE / ' I
b ~ 1 / Q I..:g ~ IltA[} . / '" ~ '- INSTALL NEW 5ANITARY
91/11- 1 GARAGE ~ c;S A 4 ~a:t.:f d _~L-~ .J '\. '-...., Io-lANHOLE RIM=10Q.,
~I 0SLAB=1051 'I-" c111 --ill &J I :Jd'~ ,.,\", 30LF6'SDR35PvcJ/['1\'~// / Iz INV.IN=90.89
~I~ \- ~ kJr~;)v'iIX:\ - ~~~'D.,L , ,~~ ':~01 "'8IJ'" ~1r v ~ tJrr~1 ~I 813 (~RI~~T,~8~i~~D)
\ SS /Lo:'~ if ~ PAD=10285 IN LL 258 LF I: I "- .U1 ~-'02 ;,'-- INSTALL V.I . ~ II I ~ (iI;l
:g LOT 3 IA= C3 III ~ (AT REAR) 81N. R26 0 J ~ PAD=- 1 STOP SIGN V~. /' ,^~"B/il E-o
I - FF=1056 @ J llJ ~ /_ S=0.01 MIN. (AT REAR) OT 10 f /~ 1/ ~o - '" 000
\ PAD=1046 \ INSTALL (1"") '\ ~,....,...", I FF- 281 @ V ~ ~ I U1
GROSS=10.030 sq It - LOT 2" PAD= 81 Cl .
NET=9.138 sq ft DRAI~lIN T .. '- FF=104.35 84': 6 SDR35 PVC f3;j ~ GROSS=t , 65 sq.f V~ .. V I
-= GRA~-_ 02 .'- 63 LF 6 SDR35 PV PAD=103.35 0 5-0.01 MIN. ;;i c::i""" NET=7.326 s t" w V L:l
"-,~.,, k I )@,"-."\(J,, ,.~O." ~O~".'" ,," I^" ~. . '. ~!rei NhNSTALL (18"X18") DRAIN INLET
K ( ~I K NET-8,538 SQ It --:--...J NEW UDERGROUNO GAS V 2 /] Vl ~ 3:5: GRATE=10U4-
: '\ ~ ....::3 ~r '" F:J: FG=10385 @) FG=1023/' : - AND ELEC (TYP) 1';\ %::.7 I~ I "'~ 1 ; I INV=9746 @
b~ ----- 1. L,.5WALES ==--~ - '--l~ J '-----~//, 1/ .
--- M / I,;) III a..Cl
-- -- .'.22.1'~__ __~5___ __~__ __ / I- ~_~5:2.4~__ 20 / Ii?- ::1 ",~U1
-050 BIOSWALE ---a=--~ S90'00'OO"W33800' INSTALL (18'X18") / -\FG=10231 \FG~10231 I '.I.l.~mt--N
FG-l0718 FL-1 MIN S=ODl ~ DRAIN INLET.! r=1009 S
EG-l07.18 EG=104.7 BIO SWALE GRATE-101 BD ,... E UTIL POLE (UTILlTIE~ -~B": '" .
..~ S=0.015 &, INV.=97.80 FG=104.0 z GO UNDERGROUND) if ~ I '" '" 1:58
5 NOTE: NEW DRIVEWAYS ~ EG-l04.Q =:J TO BE REMOVED z U VlI '" ~
~ TO BE CONCRETE PAVE:RS- ~~ ~ ~ VI ffi L:l1 I
~ ~ OVER 8- CL 2 AB 0 5=0.01 MIN. ~ N (Cl >- ~ Ol I <3 0'''1
~~.~ ...J~~ I"i~O~~ ~:i 0 .
,j;€j u; ~~+- +~g~~ 00 -;.d-Y.. ii5 L:l VlI ~ VI D.;
<t;.~ 0 ~ ~:5 :~a-O ~\l--''\~~~ x t.:)Vl ~
,... . ~ ~ ~,,9' \",~ V> .w ,... ,... >;0; s. S~r:f'. 0'" wi) III I:"
's~J>..~~~ Uj;\!!i 1Ai(,;""",,,,9 ,,9~ _
~ ~~'.1.i ::H~~ r ~~~ (jJ"V;; Vl Vl ~ ~
,,,,~ . FlNI~H GR DE, ~~~ 104/ ~ "'II ~ 1 ~
~ - I \ _ ~ FLOf'iuNE T E .: II \'1' ii1
II \. ..... v-- - I ~ -s" lTE'w,lct'UC : '" "'8 ~
I \ kT "nc r----- ~ - - I.. ::1 '" ~ I .
100 11.:--1. t-- 100 IX 1:'i
--,.., ::;; lis NITARY MANH~I I :i
- --1!" ~ RIM=1027 ~;;\O
T---r---- '""'-- AIN .-,..... I INV -94 '" '" 0.. U1
'?j7<- ~j~r---- I EXIST WATER '" '" u
TYPICAL BUILDING SECTION 96 DRM DR:;;;;;:"-"" _ -r--flNC VA~ Y~ , 96 METER~ I > I
NOT TO SCALE ,~~~- ___ --. :::::::-:-- GUIf'R L I S~ STORM DRAIN MANHOLE
' ~8 RIM-l0276
92 I-r-:--r==:: ====t== :::::: r--:::j:::::- - ~t--- 92 ~ ::1 1:'i INV =91 16
I r---_ 1--;=-::::::: n In D
90
N[ 01 N N
5 g c; g I T f-J
3',
@ ~1~~~E~~~0fNS E~~~A~~ g~ ,G~~~~ ~~H~I~S~ED
FLOOR (FF) TO PAD. TYPICAL
Q) P.U.E. (PUBLIC UTILITY EASEMENT) AND P.S.E. (PRIVATE
SIDEWALK EASEMENT)
GJ NEW PG&E VAULT, 3 TOTAL
@) FINISH GRADE AT EDGE OF HOUSE (AND GARAGE) TO BE
6" 8ELOW TOP OF SLAB OR LOv.1ER. TYPICAL (SEE TYP.
BUILDING SECTION THIS SHEET)
MA TERrAL
4" SDR26
4" SDR26
4" SOR26
4" SDR26
4 - SDR26
@ INSTALL NEW STANDARD 24" HEAVY
DUTY NON-ROCKING SANITARY MANHOLE
COVER & RING (P-l090 OR EQUAL)
OVER FLUSHING INLET.
LATERAL
,-
'i
3
4'
5'
lENGTH
33'"
28'"
65'"
65'"
50'~
SLOPE
270 MIN.
270 MIN.
270 t.4IN.
2% MIN.
270 MIN.
INV. @ MAIN
93.78"
9U1i
~
99.28"
9S,17.:.!:
r
-'.C~~
-, 11~1::::;l!:!jT~
EARTHEN
NOT TO SCALE
INSTALL ST ANOARD FLUSHING
INLET PER CUPERTINO
SANITARY DISTRICT DETAIL B
~ RIM=103.34
o INV.=99.28
INSTALL (18"X18")
@ &~~=\~Lff.~
INV.=99.14
::
6" MIN.
~
~
.,.
I
-
DRAINAGE
SW ALE
@ PROVIDE 1S"x18" DRAIN INLET (CHRISTY V64 OR
EOUIVALENT)
o LOTS REQUIRING INSTALLATION OF BACKFLOW PREVENTION
DEVlCE PER UNIFORM PLUMBING CODE.
~ 1.00' (SLAB
ON GRADE +
I DRAIN ROCK)
I FINISH FLOOR
104
I
o
N
o
3+50
3+00
CUL-DE-SAC PRO~LE
1+50 /-J
60 LF 12" RCP CU J 10"DIA.
e S-0.032 V.C.P.
lS"DIA. ..J
v.C.P.
2+50 2+00
1+00
SCALE: HORIZONTAL 1"=20'
VERTICAL '''=4'
~T~ 0 0
.,'~".' ''''~ '~.n
_:,,~- " ;"",. ;;"'", -2:, ~SCARIFY EX8... MOISTURE
[;'==>" ',. DEPTH OF '0 RECOMPACT
TIFt E CONDIT10RN~VE.
---- TO 95%
DETAIL B
MONOLITHIC ROLL CURB, GUTTER AND
SIDEWALK DETAil, CITY OF CUPERTINO
STD.
NOT TO SCALE
120
CENTERLINE ROAD
""101.81
110
3%
100
C. CURB,
DEWALl<
NDARDS
,.,
o
o
CONCRETE PAVERS OVER
12 IN. CLASS 2 A.B.
OVER PROPERLY
'"
N
o
0+00
0+50
SECTION A-A
SCALE: ,"=10'
CURVE TABLE
CURVE
----c;
C2
C3
LENGTH
29.8s'
12.26
55.78
RADIUS
20.00
;s:oo
32.00
DELTA
85'31 '22"
4,49'33"
91'37'55"
GRADING QUANllTlES _
CUT (ODS,) FlLL (C:-YDS.)
268 261
OVERALL: CUT EXPORT
7 C, YDS.
E. JOINT POLE (UTILITIES
GO UNDERGROUND)
TO BE RELOCATED
LEGEND:
-104_
EXISTING CONTOUR
-W-
PRDPOSED WATER LINE
PROPOSED JOINT UTILITY TRENCH FOR
GAS. ELECTRIC, TELEVISION AND
TELEPHONE.
- JOINT UTIL.-
-SS-
PROPOSED SANITARY SEv.1ER UNE
EG
EXISTING GRADE
FG
FINISH GRADE
FL
FLOWLINE
TP
TOP OF PAVEMENT
1- 2-CCla.- .3/ .
REVISIONS I BY
(> (> :z '"
:z :z 0 .,
ii: Ei ;:: ..
... 0 '"
... > ::> I
:z "" "" "-
(; ::> .... .,
:z Ul Ul '"
Z
... 0 .....
..J 0 00
0
:;;: ~
<3
120
cg
III ;r
.1\11I<
III 0
...Ico
-- ~
100 II III,=, Ii;
Cc ~
III i:l
2
:5
0.... ,..--,.,
o
0Z
Z.....J
-.....J
Ow
<(I-
O:::(f)
o
O(f)
2
<(~
ex)
1-0<(
Z~2
W~O:::
2'-"'0
WI-LL
>O:::.....J
0::><(
O:::OU
~U ~
_ 0
02
WZ-
I-<!"I-
---10:::
(f)<(W
Z~~
OUU
Dote: OCTOBER 2006
Scale: 1"=20'
Drown: CAD
Job' 114-63
Sheet 2
01 5 Sheets
<t
45'
-28'
4.50'-
NEW PAVING
4' A.C. OVER
8' CLASS 2 A.8.
4.50' NEW SIDEWALK
WITH #4 @ 12' D.C.
SEE DETAIL
EX. EP
if SAW CUT
2%_
'~//~~~~'~.
v"~Y/).)>~<<<Y$;:: -j 'f,
INSTALL CURB AND
GUTTER PER CJTY OF
CUPERTINO STD. DETAIL A2-6
SEE DETAIL B
4' AGGREGATE BASE
SECTION B-B
NOT TO SCALE
~
t
SCALE '''=20'
CATALANO
(PRIVA TE STREET)
N. JOINT UTIL.
TRENCH
z r
0
i= <
Vi .~
z
< 0
f" ..J Vi ~~ -'
0. 0 ~~~(1) 0.
" Z "~ ~r
"' <0> '"
+-w.,...; ~ ~~ .:!:f5~;;; + . + "'
o ::Eo ~ ~
<~~lr < ~, INSTAll NEW CURB AND <~~~ ~ . < .
~w 0. ~ ='... GUTTER ~~Oo.~i 8: '\ f-1.&Ja:::...J ~ ...
tnJDQ..1- U> "'~ IIl<J Q..t.&.. U> ~
100
~
~
DA T[]Y ELEV
~ ~I ~I ~I ~I
~I ~I ~I ~I 51 51 ~I g! gl gl ~I ~I ~I gl gl gl ~I ~I N
'"
'"
0+00
0+20
0+40
0+60
0-+80
1+00
1+20
1+40
i
Q
PROFILE VIEW
SCALE: '~""20'
1+60
1+80
2+00
100
90
2+20
;'"-; p,) \;.i(
" .,..,,..
rlM A~\plicatioli
~,pprcvcJ Date
.Sigllawrc
D;:~$; ~:~~t l~Gtr) .
EXIST. DI
GRA TE-96. 94
INV-90."
STA, 1+60, INSTALL
COS MODEL PMSU20_15
STORM WATER
TREA TMENT UNiT
INVERT IN =92.56,
5.00' INVERT OUT-92.23
~ER..:: .liNE 5.00' l._
LANDSCAPE
I
. EX. PG&E BOX TO
I BE RELOCA TEO
E. JOINT POLE (UTIUTIES GO
UNDERGROUND)
TO BE RELOCATED
INSTALL NEW STORM
MANHOLE OVER EXISTING
STORM DRAIN RIM=100.I
INv. IN=90.06
INV. OUT=89.23
(VERIFY IN FIELD)
INSTALL NEW SANITARY
MANHOLE RIM=100.1
INV. IN=90.89
INV. OUT-89.96
~ (VERIFY IN FIELD)
TER E
E ABA DONED
SAW bUT l' FROM
~~I~'1:'E~iDGE OF
95.14'
ANp
R
NEW ~AVEMENT
3' At OVER 8'
el 21 AS. COMPACT
TO 9P% REL.
EXIST. 10'
SAN.
a;
cJ
o ci
f~iS'l'! f~/ or::
o I': I !l!
~R-:al H i
I Vl VI &1 ts
NITARY MA~W 1~1 ~
RIM=102~ I 0
'NV'194.4th V)
I II ~ I
I ~I ~
: II I
I
EXIST. 15' V.C.P.
SAN. SEWER
o ~TORM ORA
~ IM_102.7SIN MANHOLE
I V.-91.16
D
~4'6'1
~,:'~
n .:;.;:'..;....:.]
.' '{.., ~ \; "~.:::,:~<;'~i
. .....-.. '. - .' . - . - ". .."." ~ ~.
#4 @ 12' OC EACH WAY
4" CLASS n AGGREGATE
BASE. 90% RELATIVE
COMP ACTION
SIDEWALK DETAIL
NOT TO SCALE
5' DRt""WAY ~ I- 6'
2.5'~2.5' Jh2'~
DEEP SCORE DEEP ..
:~~~T_ _sc~~____ r-' f-1'
~ I
DETAIL A
NOT TO SCALE
DRIVEWAY DETAIL PER
CITY OF CUPERTINO STD. 1- 21
X. SURFACE TO
8'. MOIS'TlURE
AND RECOMPACT
ELA TIVE.
DETAIL 8
CONCRETE CURB. GUTTER AND
SIDEWALK DETAIL, CITY OF CUPERTINO STD.
NOT TO SCAlE
LEGEND:
-W~W-
-G-G-
-SBC-SBC-
EXIST. UNDERGROUND WATER LINE
EXIST. UNDERGROUND GAS LINE
EXIST. UNOERGROUNO SBC LINE
_ . ~ -;(f?12!e_~3j
-
REVISIONS I BY
0 0 z '"
z z 0 '"
it: >= ;:: ....
'" '" 0 "'
'" > ::> I
z '" l!: .....
E ::> '"
z en en '"
z
'" 0 <0
~ 0 0
:> ~
0
cg
~~r
1&1 0
....Co
III \; ~
cc:~
1&1 i3
z
:50
0....<(
0<(
I-et:Z
Z et:
Wc:>o
LZu...
W--
>-.J-.J
O-.J<(
et:~U
0.... (f) _
L 0
- 'Z
(f)_
W I-
I-..-et:
(f)CXJW
u...Oo....
u.....-::>
O..-U
Dote, OCTOBER 2006
Scale
"-20'
Drown:
CAD
Job
114-63
Sheet
2
of 6
Sheets