DIR-2013-32b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
From: Aarti Shrivastava, Director of Community Development _:�o'�C� `�
Prepared by: Kaitie Groeneweg, Planning Department '
Date: December 3, 2013
Subject: Director's Minor Modification, DIR-2013-32, to allow minor rear yard setback changes to a
previously approved Minor Residential Permit(RM-2013-26) located at 833 Alderbrook Lane.
Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of
minor changes in a project. The Director reports her decision to the City Council and
Planning Commission in time to allow an appeal of the decision within fourteen calendar
days.
DISCUSSION
The applicant, Yin Su, is proposing minor rear yard setback changes to a previously approved Minor
Residential Permit (RM-2013-26) located at 833 Alderbrook Lane. The Director of Community
Development approved a Minor Residential Permit on September 17, 2013 to allow a portion of the 410
square foot addition to encroach approximately 3 feet into the required 20 foot rear yard setback. The
applicant is now requesting to encroach 7 foot 6 inches into the required rear yard setback, which
includes rearranging of the master bathroom and bedroom location. The additional encroachment into
the rear yard setback is consistent with the City's R1 ordinance.
ACTION
The Director of Community Development deems the modification minor and approves the project with
the following conditions of approval:
1. APPROVED EXHIBITS
'This approval is based on a plan set entitled, "Cai Residence" consisting of five sheets labeled "A0.0,
A0.1-d, A0.2, A0.3 and a topographic map", dated Received November 7, 2013, except as may be
amended by conditions u1 this resolution.
2. 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.
3. BUILDING PERMITS
The applicant shall consult with the City Building Division to obtain the necessary building permits
for the installation of the aerials and associated equipment.
DIR-2013-32
833 Alderbrook Lane Page 2
4. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
5. 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.
T'his approval of the modification is effective December 3, 2013. The fourteen calendar day appeal
period will expire on December 17, 2013.
Enclosures:
Plan Set
CC:Le Cai,833 Alderbrook Ln,Cupertino,Ca. 95014
G:\Planning\PDREPORT\DlRreports\2013\DIR-2013-32.docx
GENERAL NOTES
IT IS THE RESPONSI&LITY OF THE CANTRACTOR AND SUBCANTRACTORS TO CHEq(AND VER�FY ALL qbENSIONS AND CONOITIONS INDICATEO ON THESE DRAVIANGS AND MAKE KNOWN ANY OISCREPANCIES PRIOR TO COMhENqNG THEIR Wp(ZK
THESE DRAWINGS AREA INTENOED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND,TFEREFORE,MAY NOT SPECIFICALLY DETAIL OR SPEGFY MATERIAL AND J OR MANUFACTURERS.THE CONTRACTOR SHALL PROVIDE ALL SAMP�ES ANO OR d1TS AS REQUIRED TO ASSIST
OWNER OR HIS AGENT IN MAKING MATERIAL SELECTiONS.FOR THE PURPOSE OF ESTIMATING,THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BY THE OWNER OR IN ABSENCE OF SAfrE,F�SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST EST1MAlE..
ALL MAiEWALS SPEpFIED IN THESE DRANANGS SHALL BE INCLUOEO IN SUCH ESTIMATE
NO GUARIWTEE OF WALffY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL OOCUMENTS,AND THE CONTRACTOR SHAIL ASSUhE FULL RESPONSIBIUTY FOR ANY OR ALL CONSTRUCTION OEFIqENC1ES.
THE GENERAL CONTRACTOR SHALL HOLD HARMLESS,INDEMNIFY AND DEFEND THE DESIGt�R FROM ANY ACT10N INITIATED BY THE INITIAL OWNER ORANY SUBSEQUENT OWNERS FOR CANSTRUCTION DEFIGENCIES,MODIfICAiIONS OR SUCH CANDITION�����Y BE BEY�lD THE
coNrno�oF n�E oES�c�ER
ALL WORK SFWLL COA�PLY WITH APPLICABLE CODES ANO iRADE STANDARDS NMICH GOVERN EACH PHASE OF WOPo(,INCIUqNG BUT NOT L1MIiED T0:UNIFORM BUILDING CODE(UBC),UNIFORM IrECFiANICAL CODE(UMC),NATIONAL EIECTRICAL COOE(PECj,NATIONAL PLUMBING CODE
(NPC),AND ALL APPLICABLE LOCAL COOES AND LEGISLATION.
THE CONTR4CTOR SHALL REVIEW AND RECORD THE CONqTIONS OF ALL EXISTiNG SITE IMPROVEMENTS INCLUDING PAVED ARFAS.HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS ANO CONOITIONS THAT MAY WORSEN DUE TO'f}��STRUCTI�N.I�LL IiEMS IN
G000 CONOITION SHALL BE MAINTAIN IN T}EIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS WRiNG CONSiRUCTION SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR.
CANTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONqT10NS UNDER WHlqi THE WORK IS TO BE PERFORbED.THE CONTRACTOR SHALL VEWFY AT THE SITE ALL hEASUREIoENTS AFFECTING HIS WORK AND SHALL 9��ESPONSI8I.E FOR THE
CARRECTNESS OF SAhE.NO EXTRA COMPENSATiON WILL 8E ALLOWED TO THE CONTRACTOR FOR T}E EXPENSES DUE TO HIS NEGIECT TO EXAMNE OR FAILURE TO DISCOVER CONDITIONS WHICH A4AY AFFECT HIS WORK.
ALL NEW INiEPoOR PAINT CALOF�FLOOR,WALLS AND CEIUNG FINISFES SHALL BE SELECTED BY OWNER AT THE T1hE WFEN IT IS PECESSARY FOR THE COMPLETION OF THE PROJECT.
ALL PUBUC IhPROVEA�ENTS SHALL 8E MAOE IN ACCORDANCE IMTH THE IATEST ADOPTED qTY STANDARDS.THE STORING OF GOODS!WO MAiEPoALS ON SIOEWALK AND/OR SiREET WALL NOT BE ALLOWED UNLESS T�IE CONTRACTOR HAS APPLED AND SECUREO A SPECIAL PERAMT
,r�EXISTING SITE PLAN
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ALDERBROOKLN
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3.PROVIOES 5-26 GA.G.I.OGEE
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4.ROOF PITCH TO MATCH �
EXISTING ROOF TYP.-U.N.O. ,
5.ROOF MATERIAL To MATCH
EXISTING ROOF OVER 301k F�LT- ,
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6.PROVIDE f�CESSARY
FLASHING AT ALL ROOF fWD �
WALL CONNECTIONS AS
REQUIRED. ,
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PIANKS�ROOF OVERHANG �
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2 PROPOSED SITE PLAN
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PROJECT INFORMATION
PROPERTY: 833 ALD828ROOK LN,
CUPERTINO,CA95014
APN: 369-16-018
OIM�ER: LE CAI
LOT SIZE: 6,535 SF
LOT ZONING: R-1�
SITE PLAN LEGEND: TypE pF CONSTRUCTION: TYPE V-B
� P.S.E EASEMENT OCCUPANCY: R-3
IXISTING BUILD�NG AREA: 1,201 SF.
� N.C.E EASEMENT IXISTING C�ARAGE AREA: 468 SF.
IXISTING PATI EA: 164 SF.
� PROPOSEO REAR YARD
PROPOS�A�ITION AREA: 994 SF.
i I I` F.AR: 2,195 SF15,540 SF�3.6%. �
PROPOSED BUILDING AODITION
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LOT COVERAGE: 2,827 SF/6,540 SF�3%.
PROPOSED FRONT YARD AREA: 1,316.8 SF
IMP�VIOUS AREA IN FRONT YARD AREA:551SF<5p9r,'1,230 SF
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PROP0.SE0 REAR YARD AREA:1,436 SF>FRONT LENGTH 56.5'x20'=1,130 SF
VICINITY MAP
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APPLICABLE CODES D I
DiFiEC
2010 CAUFORNL4 BUIIDING CODE(2009 f8C)
�,o�,�F«���,��������, flATE:,
2010 CAIIfORNIA PLUMBINNG�COOE(2009 UPC�) S I�l�A
2010 CALIFORNW ENERGY CODE(PART 6 OF T1TLE 24)
2010 CAUFORNIA ELECTRIC CODE(2008C.EC)
2010 CALIFORNIA FIRE CODE(PART 9 Of TiTLE 24)
SYMBOLS
1
A G�Po�DER ENUMBEROR GRID LINE
� oEra�Nur�R DETAIL
A-501 SH�T WHERE OETAIL IS DRAWN.
SAAE DISCIPIJNE
� SECTION NUMBER SECTION
a-�� sH�r wH�sECnoN is owawN.
SAA�E DISCIPLJNE
�- F H 45 WALL TYPE
INSUlTiON
SND SI�
wau Tv�
WALL EXiENT
Q OELTA DRAWING
' s�E o�scw�'°"s�°�a REVISION
ON SAME SHEET fOR DATE
&OESCRIPTION
O KEYED NOTES SEE DESCRIPTION �YNOTE
LJST ON SAA�E SFIEET
Op'�
N FILLED L1NE INDICAiES
�"'"NORTH NORTH
ansr�onw�owiNaca�s ARROW
TRUE NORTH
DRAWING INDEX
A0.0 SITE PLAN
A0.1� DEMOUTION PLAN
L1 PROPERTY SURVEY
T1 TITLE24
A02 PROPOSED FLOOR/CEILING PLAN
A0.3 BUI�OING ELEVATIONS
A0.4 BUIt.01NG SECTIONS
A0.5 OETAILS
S SEE STRUCTURAL DRAWINGS
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Addr'e$.s.
833 ALDERBROOK W,
CUP�11N0,CA95014
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P6tMT SET 10.10.2013
DBIGN DEV�OPP'B�(T U8�31.2013
RAIW NG CJOrT'Bd15-I 08.26.2013
PLMNNG SUBMTTAL 08.�.2013
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PROJECT NO. project Number
SCALE ��_����
TITLE
$����
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2013 CQ
LEGEND
�Q� CEILING TRACK LIGHT
� CEILJNG PENDANT UGHT
� WALL MOUNTED INCANDESCENT LT.
�O� CEILING RECESSED IJGHT
� CEIUNG RECESSED W/P UGHT
\� TUBE SKYLITE W/FLUORESCENT IJTE
� JUNCTION BOX FOR SUSPENDED LT.
��FLOURESCENTLJGHT
� WALL SCONE INCANDESCENT LT.
TV N JACK
� OUPLEX 110VAC OUTLET
� DUPLEX 220VAC OUTIET
�— TEIFPHONE JACK
D— DATA
� LJGHT SVNTCH
�3 3 WAY L.IGHT SVNTCH
�4 4 WAY UGHT SIMTCH
a DIMMER
� HEAT LAMP FAN
� SUPPLY AIR DIFFUSER
� RETURN AIR DIFFUSER
� SMOKE DETECTOR
EXISIING WALL TO REMAIN AND
REPAIR AS REQUIRED.
��ac4 or Dc6 W'OOD STUDS�16"O.C.WI
1/2"THK.GYP.B0.ON BOTH SIDES
USE W/R GREEN GYP.BD.@ WET
WALLS(1/2"CDX PLYWOOD O/STUD
�SHEAR WALLS).ADO SOUND BATT
INSULATION.
�ac4 OR 2x6 WOOD STUDS�16"
O.C.VW 1/2"THK.GYP.BD.
INTERIOR SIDE 7/8"CEMENT
PLASTER OVER PAPER BACKED
LATH OR UVI�OD SIDING OVER
15#BLDG.PAPER(PAINTEO)
OVER 1/2"COX PLYW�OOD.
(SEE ELEVATIONS FOR
EXTERIOR FINISH)
NOTE:
•ALL ESCAPE OR RESCUE WINDOWS SHALL
HAVE A MINIMUM NET CLEAR OPENABLE AREA
OF 5.7 SQUARE FEET.THE MINIMUM NET CLEAR
OPENABLE HEIGHT DIMENSION SHALL BE 24".
THE MINIMUM NET CLEAR OPENABLE WIDTH
DIMENSION SHALL BE 2a".
WHEN WINDOWS ARE PROVIDED AS A MEANS
OF ESCAPE OR RESCUE,THEY SHALL HAVE A
FINISHEO SIIL HEIGHT NOT MORE THAN 44"
ABOVE FLOOR.
'TYPICAI ALL PLUMBING WALL BEARING WALLS
AND WALL EXCEEO 10'-0"HIGH SHALL BE 2x6
STUDS�16"O.C.
'TYPICAL ALL WATER SUPPLY PIPE TO BE
COPPER.
'ADD SOUND BATT INSUTATION IN ALL NEW
WALLS.
FLOOR PLAN NOTES:
1.PROVIDE 3'x3'MIN CONC.LANDING AT ALl NEW
EXTERIOR DOOR,8'MAX.FROM FINISHED FLOOR.
2.TOILET ACCESS AREA SHALL BE 24"(D)X30"(VV)
3.SHOWER PAN SIZE PER OWNER W/TILE T0 72"
U.N.O.PROVIDE SOAP DISH.
4.ALL PLUMBING FIXTURES SHALL BE OF UPC
APPROVED PRODUCTS.THE FIXTURE IN SHOWER
SHALL HAVE PRESSURE OR THERMOSTATIC
MIXING VALVE THAT UMIT WATER TEMPERATURE
TO 120 F.
5.PROVIDE"DUROCK"OR"WONDER BOARD"
WALL LINING AROUND SHOWER/BATHTUB AREA.
CULTURE MARBLE OR TILE FINISH.
6.SHOWER CURTAIN ROD.
7.IC80#ER-5965,2'-0'"x3'-6'"SKYLIGHT,TYP.
8.NEW ACCESS TO CRAWL SPACE.
9.SUN TUNNEL SIZE PER OWNER
GENERAL PLAN NOTES:
1.ALL INTERIOR DOORS TO BE HOLLOW CORE 1
3/S"THK.U.N.O.(SEE PLAN FOR SIZE)
2.ALL HOUSE TO GARAGE DOORS TO BE SOLID
CORE 1 3/8"THK.SELF CLOSING AND TIGHT
FITTING.(SEE PLAN FOR SIZE)
3.ALL ENTRY DOORS TO BE SOLID CORE 1 3/4"
THK (SEE PLAN FOR SIZE)
4.PROVIDE A LANDING WITH A MIN.DEPTH OF 36"
AT THE EXIT OOOR PER UBC 1004.9
5.WINDOWS AND GLAZED DOORS MUST HAVE
LABELS FOR THE"U"AND"SHGC"FACTORS THAT
ARE REQUIRED BY THE ENERGY
DOCUMENTATION.
NOTE:
'PROVIDE W/R GREEN GYP.BD�AROUNO SHOWER,TUBS PER
SEC.2512 UBC.
'AlL BATHROOM LIGHTS SHALL BE FLUORECENT LIGHTS.
•ALL SHOWER OR TUB GLASS DOOR SHALL BE TEMPERED
GLASS.
'PROVIDE A MIN.5 SQ.Ff.MECHANICAL VENTILATING SYSTEM
FOR BATH,UTILITY ROOM,AND ROOM OF SIMILAR NATURE.
`THE SHOWERS AND TUB/SHOWER WALLS SHAI.L HAVE A
MOISTURE RESISTANT UNDERIAYMENT TO A MIN.HEIGHT OF
70"ABOVE THE DRAIN INLET PER SEC.807.1.3 OF 2010 CBC,
'PROVIDE SOUND BATT INSULATION BETWEEN ALL BEDROOMS
AND BATHS.
'PROVIDE 12"MINIMUM CLEARANCE IN FRONT OF 2"OR LESS
UNDER-FLOOR CLEANOUT PIPING AND 13"IF MORE THAN 2"
DIAMETER PIPE.J
•NO UNDER-FLOOR CLEANOUT SHALL BE LOCATED MORE
THAN 20 FEET FROM CRAWL HOLE ACCESS PANEI.(CPC
707.10)
'OUTDOOR A/C SUCTION LINE INSULATION EXPOSED TO
WEATHER SHALL BE PROTECTED FHOM UN DETERIORATION
OR PHYSICAL DAMAGE.(GEES 150(j)2 150(m)9,
•THE"F.A.U.'WHICH LOCATED IN THE ATTIC NEED TO BE
WITHIN 20'FROM THE ACCESS AND HAS A CONTINUOUS SOLID
WALKWAY AT 24"WIDE.PROVIDE A SWITCH-CONTROLLED
LIGHT PER CMC 908.0,
`ENVIRONMENTAL AIR DUCTS SUCH AS VENTILATION FOR
HUMAN USAGE,KITCHEN RANGE EXHAUST.BATHROOM
EXHAUST,ANO CLOTHES DRYER EXHAUST SHALL BE EQUIPPED
WITH BACK-ORAFT DAMPER PER CMC 504.1.
'A DEDICATED 20-AMP CIRCUIT SHALL BE PROVIDED TO SERVE
THE REQUIRED BATHROOM OUTLETS.THIS CIRCUIT CANNOT
SUPPLY ANY OTHER RECEPTACLES UGHT/FAN PER CEC210.11
(C)(3).
'LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES ARE
LAGELED'SUITABI.E_FOR DAMP LOCATIONS"PER CEC 410-4
(a).
•ALL RECESSED LIGHT FIXTURES SHALL BF IC RATED OR
FIXTURES NOT IDENTIFIED FOR CONTACT WI INSULATION
SHA�L HAVE ALL RECESS PARTS SPACED AT FAST 1/2"FROM
COMBUSTIBLE MATERIAL AND 3"FROM THERMAL INSULATION
PER CEC 410�6.
•BATHROOM SHALL BE HIGH EFFICACY LUMINAIRES OR
CONTROLLED BY AN OCCUPANT SENSOR THAT DOES NOT
TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION.
"ALL OTHER INTERIOR ROOM EXCEPT CIOSETS LESS THAN 70
S.F.SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED
BY A MANUAL ON OCCUPANT SENSOR OR DIMMER,
'ALL OUTDOOR DOOR LIG!ITING THAT IS MOUNTED TO THE
BUILDING SHALL BE HIGH EFFICACY LUMINAIRES OR
CONTROLLED BY PHOTO.CONTROU MOTION SENSOR
COMBINATION.
`VENTIL ATION IN THE BATHROOM SHALL PROVIDE 5 AIR
CHANGES PER HOUR AND BE CONNECTED TO THE OUTSIDE AS
PER CBC 1203.3.
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PLAIW NG Sl�M1TAL 08.05.2013
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ADORESS Enter address here
PROJECT NO. p�Number
SCALE ��
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ATTIC VENTILATION
REQUIRED:
984 Sf/150=6.56 SF x144=944.6 SI
30%TOP=944.6x30%=283.3 SI
40%BOTTOM=944.6x70%�61.3 SI
PROPOSED:
TOP:
GABI.E VENT 2�12"x18"=432 SI
BOTTOM:
EAVE VENTS 9(�14.Sx5.5=717.8 SI
UNDER FLOOR VENTILATION
REQUIREO:
984 Sf/150=6.56 SF x144=944.6 SI
PROPOSED:
VENTS 12�14.Sx5.5=957 SI
EXISTING EAST ELEVATION
3/16"=1'-0"
n EXISTING WEST ELEVATION
` 3l16«_���«
,�EXISTING NORTH ELEVATION
� 3/16"=1'-0"
EIEVATION NOTES: _
1.NEW ROOF TO MATCH EXISTING.
2.WOOD SIOING FINISH,COLOR TO MATCH
EXISTING.
3.WOOD TRIM�EAVE W/GUTTER.
4.4"WOOO TRIM�WINDOW SILL.
5.4"WOOD TRIM AROUND WINDOW/DOUR.
6.145.5"x5.5"UNOER FLOOR VENT.
( �
7.DECORATIVE 14"x18"GABLF VENT W 4"TRIM.
8.EXISTING ROOF TO REMAIN.
9.STONE OR SLATE VENEER PER OWNER.
10.WEEP SCREED.A MIN OF 26 GA.CORROSION-RESISTANT WEEP SCREEO W/A MIN VERTICAL ATTACHMENT FLAGE
OF FOUNDATION PIATE LINE ON ALL EXTERIOR STUD WALLS W/STUCCO.THE SCREED SHALL BE PLACED A MIN OF 4"
ABOVE THE EARTH OR 2"ABOCE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER To
DRAIN TO THE EXTERIOR OF THE BUILDING.
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n PROPOSED EAST ELEVATION
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NOTE:
ANY CHANGES TO THE APPROVEO
:OLORS,MATERIALS,AND EXTERIOR
=1NISHES SHALL BE REVIEWEO AND
4PPROVED BY THE CITY OF CUPERTINO
�LANNING DIVISION PRIOR TO
NSTALLATION/APPLICATION.
PROPOSED WEST ELEVATION
3/16"=1'-0"
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�EXISTING SOUTH EIEVATION �01 PROPOSED SOUTH ELEVATION
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U6.31.2013
UQ26.2013
U&05.2013
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PROJECT
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ADDRESS �ter address here
PROJECT NO. project Number
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�, TITLE
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LEGEND & ABBREVIATIONS
AB ACGREGATE BASE EM ELECTRIC METER MIN MINIMUTA SD STORM DRAIN -----EASEMENT UNE
AC ASPHALT CONCRETE E(OH) ELECTRIC OVERHEAD NAt$ NAIL AND SI�VQt SDE STORM DRAIH EASpAENT � AREA pRAIN
AD AREA DRAIN E(UG) ELECTRIC UNDERCROUND NTS NOT TO SCALE SE SLOPE EASEMENT 0 BENCHMARK +iot.7o ort(tm.70)EXISiiNC ELEVATION
AE ANCHOR EASEMENT EP EDCE OF PAVEMENT ON OVERHEAD SME SIOPE MAINTENNANCE EASEMENT --�-f�"=��-=':---x----EXISTING FENCE
BB BUBBIER BO% EX EXISTING OG ORICINAL GRWND SS SANITARY SEWER/LATERAL ����BWNDARY �,.,�
BLDG BUILDINC EVA VEFHCLE ACCE55 EASEMENT P PAVEMENT FlNISH GRADE SSE SANITARY SENER EASEMENT � CATCH BASIN i � iEXISTINC 1REE TO BE REMOVED
B� �� FC FACE OF CURB PAD PAD ELEVATION STA STA710N ,�.�•`\�FXISIINC 1REE TO REMNN
BSL BUIIDING SElBACK LINE Fp FOUND PE PA7HWAY EASEMENT SiD STANDARD dTY DETAtL � COBBLE ROCK EPIERGY DISSIPATOR ` r
BW BOTfOM OF WALL/BAq(OF WALK FF FlINSH ElEVAT10N OF SUBFLOOR � PEDESTRIAN EWESTRIAN EASEMENT SW SIDEWAU( Q CONCRETE •'-%-�FWND IRON PIPE AT PROPERTY CORNER
CG CURB d[q1TTER FG GRWND FINISH CRADE �F PERFORATED 7g 7pp pF BANK �-�--o-FlBER ROLLS
� CENiERUNE FH FlRE HYDRANT � FROPERTY LIME TC TOP OF CURB -550-EXISTING C011TWR AFiER GRAp1NG
q.F CHAIN UNK FENCE FL FLOW UNE PP POWER POLE TEMP TEMPORARY -550-ORtqNAL GR0�1HD PR�OR TO GRADING � �5 METER
CA SANITARY SENiR CIEANOUT G GARACE SLAB ELEVATION/GAS UNE �� PROPOSED TOC TOP OF COVER �� ����� � GAS VALVE
COP CURB OPENING GpE GENERAL pUBUC EASEIAENT � PUBUC SERNCE EASEMENT TOE TOE OF BANK � '�^^� GRADE TO DRAIN
CONC CONCRETE CSB GRADtNG SE7BAq( PUE PUBIJC UMITY EASEMENT TG TOP OF GRATE m DOYMdSPWT N�TH SFLASMBLOCK
CSD CWNTY STANDARD DETNL GM GA$A1E7ER PVAIT PAVEMENT 7PF TREE PROTECTION FENCE � pRNNAGE OIT�R '`J GUY POLE
CVE CONSERVATION EASEMENT HP HI POINT PVC POlYV1HYL CHLORtDE TW TOP OF WALL pv
DE DRAINACE EAHTTER INV INVERT R RADIUS TYP TYPICAL � DIVERSION VI1��E � �Y�����
DI DRAINACE INLET Up Up pp(�7�p RW RETAININC WALL VG VALLEY q1T1ER • HICH PqNT
DS DOWNSPOUT LNDG LANDING RE1A REMOVE W WATER � DRNNAGE DINECTON EX7ENDABLE
DWY DRIVEWAY LS LANDSCAPED AREA R/W RIGNT OF WAY W'CE WIRE CLEARANCE EASEMENT BAqCWATER VALVE(SEE PROJECT NOTES) � HYDRANT:EXISTINC
EA EASEIAENT MAX MAIQMUM S.C.V.W.D SANTA CLARA VALLEY NLK WALKWAY -••���---pRA1NAGE SWALE � HYDRANT:PROPOSED
ELEV ELEVATION MH MANHOI.E WA7ER qSiRICT WY WATER METER
WOE WIRE OVERHANC EASEMENT
WV WATER VALVE
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`_— APN 36�16-019
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BASIS OF BEARiNGS `�
n+e��cs sHOw►�a+nxs u�u�e,+sEO oN n+E �\
CEN7ERLM�OF ALDERBROOK LANE AS FWND MONUMENTED `
AS N52YOp'E SHOM�d ON 7RACT N0.2582'CASTLEW'OOD'
UNIT N0.y,��p(=pED IN BOOK 111 OF MAPS,At PAGE 33, \
SANTA Cl/�ftA COUNTY RECARDS. �
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NOTE: 1. TREE SIZES AND TYPES ARE AppROXIMATE AND SHWLD BE VERIFlED BY A CE3tT1FlED ARBORIST. �
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2. 7HE LOCATION OF THE UqCEq(�7pUND UTILITIES SHONN ON THIS MAP WERE BASED ON �
MARKINCS MADE IN THE FlELD BY OTHERS.TIERE MAY BE O7HER UNDERGROUND UTIJTIES 1HAT �
EXIST ON THIS SI7E THA1 AIiE NOT SHOWN ON THIS PUN.CLEARLY DEFlNED MARKIN6S 7HAT \
EXIS7ED AT THE 11ME OF TME SURVEY WERE LOCATED AND ARE SHONM ON 7HI5 PUN.
ROAD NAME : ALDERBROOK LANE
■ INLET
-���- JOINT POLE
i� UGHTING
o--ra UGHTING POLE
j LOW POINT
� NONUMENT MELL
y OVERLAND FLOW DIRECi10N
� PCE BOX
O POST CONS7RUCTION STORM WATER
POLLUTION CONTROL MEASURE
* PRO.IECT SI7E
I�l1P.!!lP.ilR.PR ROqC RETAINING WALL
��--RIGHT OF WAY
f� SANITARY SEWER CLEAN WT MANHOLE
� SANITARY SEWER MANHOLE
� STORM DRAIN MANHOLE
� SUMP PUMP
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COUNTY FILE NO : .
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TOE OF FlLL
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TOE OF CUT
O 7REE NUMBER
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e HEART WATER TANK
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