DIR-2015-11b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014(408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
�
From: Gary Chao, Assistant Director of Community Developme ���
Prepared by: Kaitie Groeneweg, Assistant Planner ,,
Date: June 2, 2015
Subject: Director's Minor Modification, DIR-2015-11, to allow parking lot improvements at an
existing office building located at 10450& 10460 Bubb Road.
Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of
minor changes in a project. The Director reports their decision to the City Council and
Planning Commission in time to allow an appeal of the decision within fourteen
calendar days.
DISCUSSION
The applicant, Michael Donaldson, representing the property owner, Apple, Inc., is proposing minor
site modifications to an existing office building located at the above referenced address. The project
includes the following changes:
• New bike racks and lockers
• EV charging stations
• Additional landscaping to displace removed landscaping
• Reconfiguration of parking lot to accommodate four (4) new stalls
• ADA and accessibility upgrades
The site improvements will increase the total parking onsite by four (4) parking spaces. The proposed
parking supply of 199 stalls for the site also exceeds the parking requirement of 138 stalls. No other
exterior or site changes are proposed at this time.
ACTION
The Director of Community Development deems the modification minor and approves the project with
the following conditions of approval:
DIR-2015-11
10450&10460 Bubb Rd. Page 2
1. APPROVED EXHIBITS
Approval is based on exhibits entitled: "Apple, Bubb 12, 10450 & 10460 Bubb Road" prepared by
Kier & Wright, dated May 4, 2015, and consisting of fourteen sheets labeled C.001, C.002, C.003,
C.004, C.005, C.100, C.200, C.300, C.301, E1.1, E1.3, E3.1, E5.1, and E6.1; except as may be amended
by the conditions contained in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the first page of
the building plans.
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.
4. 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.
5. ACCURACY OF PROJECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage,
any relevant easements and/or construction records. Any misrepresentation of any property data
may invalidate this approval and may require additional review.
6. 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.
7. 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
DIR-2015-11
10450&10460 Bubb Rd. Page 3
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.
This approval of the modification is effective June 2, 2015. The fourteen calendar day appeal period
will expire on June 16, 2015.
Enclosure:
Plan set
G:\Planning\PDREPORT\DlRreports\2015\DIR-2015-11.doc
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I SITE ACCESSIBILI i. ;:OTES
���1. ALL SITE WORK SHALL BE IN CONFORMANCE WITH T1TLE 24 OF THE CALJFORN!A ADMINISTF7ATIVE CADE,THE
��. AMERICANS WITH DISA&LITIES ACT ACCESSI&LITV GUIDELINES(ADAAG).THE 2013 CAUFORNIA BUILqNG CODE
� Af�D ANY LOCAL OR STATE AMENDMENTS THEREOF.
2. ALL PEOESTPoAN SUF2FACE5 SFWLL BE STABLE,FIRM,AND SLIP RESISTAM.SURFACES NATH A SLOPE OF LE55
TFU1N 8%SLOPE SFWLL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUAA SALTED FIMSH
SURFACES NATH GREATER THAN A 6%SLOPE SHALL BE SLIP RESISTANT.
3. A LEVEL AREA IS DEFINED AS A SPEGFIED SURFACE TFV1T DOES NOT HAVE A SLOPE IN ANV DIRECTION
EXCEEpNG 1:50(l%SLOPE).SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE
THE MIMMUM POSSIBLE AND SW4LL NOT EXCEED 1�50(2%SLOPE)IN ANY pRECTION.
WALKS AND SIDEWALKS�.
4. A WALK IS DEFIPED AS A SURFACED PEDESTRIAN WAY NOT LOCATED CONTIGWUS TO A S7REET USED BY TFIE
PUBLIC.A SIOEWALK IS OEFII�ED AS A SURFACED PEDESTRIAN WAV CONTIGUWS TO A STREET USED BV TIiE
PUBLIC.
5. WALKS AND SIDEWALKS SHALL W1VE A CROSS SLOPE THAT DOES NOT EXCEED 1:50(2%SLOPE).THE SLOPE IN
TFE DIRECTION OF TRAVEL SHALL BE LESS TFWN 120(5%SLOPE),UNLESS OTHERIMSE INpGTED AND SFU1LL
HAVE A CONTINWUS COMMON SURFACE NOT IMTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEI
EXCEEDING 1/21NCH AND SHALL BE A MIMMUM OF 481NCHE5 IN 1MDTH.
6. WALKS SHALL BE PROVIDED VNTH A LEVEL AREA NOT LESS TW W BO INCHES BV 601NCHES AT A DOOR OR GATE
THAT SVNNGS TOWARD TFIE WALK,AND NOT LESS THAN 4B INCFIES VNDE BY 44 INCHES DEEP AT A DOOR pR GATE
THAT SWINGS AWAY FROM THE WALK.SUCH WALKS SHALL EXTEND 241NCHE5 TO TFIE SIDE OF THE STRIKE EDGE
OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.
CURB RAMPS:
7 A CURB RAMP IS DEFINED AS A SLOPING PEDESTRIAN WAV,INTENOED FOR PEDESTRIAN TRAFFIC,NMICH
PROVIOES ACCESS BETYVEEN A WALK OR SIDEWALK AI�ID A SURFACE LOCATED ABOVE OR BELOW AN AQIACENT
CURB FACE,AS DIFFERENTIAiED FROM A RAMP
8. CURB RAMPS SFU1LL BE A MIfJIMUM OF 4 FEET WIDE 1MTH A SLOPE NOT EXCEEDING 1:12(8.7396 SLOPE).
TRANSIT1qJ5 FROM RAN�S TO WALKS,GUTiERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE.
MAXIMUM SLOPES OF AN ADJOINING GUTTER,ROAD SURFACE IMMEdATELY AQIACENT TO THE CUFtB RAMP,OR
ACCESSIBLE ROI,RE SHALL NOT EXCEED 120(576 SLOPE)1MTHIN 4 FEET OF THE TOP APID BOTTOM OF THE CURB
RAMP.THE SIOPE OF TFE FANNED OR FLARED SIOES OF CUFtB RAMPS SHAII NO7 EXCEED 1�10(10%SLOPE).
9. A LEVEL LANDING 4 FEET�EEP SHALL BE PRWIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FUIL
NADTH TO PERMIT SAFE EGFffSS FROM THE RAMP SURFACE,OR THE SLOPE OF THE FANNED OR FLARED SIDES
OF THE CURB RAMP SHALL NOT EXCEED 1:12(8.33%SLOPE).
10. TRANSIT10N5 FROM RAAPS AND LANqNG TO WALKS,GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPTCHANGES.
11. MAXIMUM SLOPES OF AQIqNING GUTTERS,TFE ROAD SURFACE IMAAEDIATELV ADJACENT TO THE CURB R4MP.
OR ACCESSIBLE ROUTES SHALL NOT EXCEED 5 PERCENT WITFpN 4'-0'OF TFIE TOP AND BOTTOM OF THE CURB
RAMP.
12. TFE EDGE OF THE DETECTABLE WARNNG SURFACE NEAREST TFE STREET SMALL BE BE7WEEN B A�8'FROM
TFE GUTTER FLOWLINE.
13. ACCESSIBLE R4MPS SHALL HAVE A 72'WIDE BORDERIMTH 1/4'GROOVES APPROXIMATELV 314•O.C.,SEE
GROOVING DETAIL ThE SURFACE OF TFE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER T1iAN TFE SURROUNDING SIDEWALK.
14. IF IOGTED ON A CUNE,TNE SIDES OF TNE RAMP NEED NOT BE PARALLEL,BUT THE MI�MMUM NADTH OF THE
RAMP SHALL BE 4'1T.
15. CURB RAMPS SFY1LL HAVE A DETECTABLE WARNING SURFACE TFY1T EXTENDS THE FULL NADTH APD MIN.DEPTH
OF THE RAMP.DETECTABLE WARNNG SURFACES SFiALL CONFORM TO Tk�DETAILS ON T}NS PLAN AND
CALIFORNIA BUILDING CODE.DIMENSIONS AND PLACEMENT OF DOMES SFV.LL COMPLY WITH TF�MOST CURRENT
CALIFORI�NA BUILdNG CADE RE�UII�hEMS,AS MANDATED BV THE IOCAL JURISDICATION.
16. UTIUTV PULL BOXES.MANHOLES,VAULTS AhD ALL OTHER UTILITY FAGLITIES NATFNN THE BOUNDARIES OF TFIE
CURB RAMP SHOUID BE RELOCATED OR AQIUSTED TO GRADE BV PRIOR TO,OR IN CONJUNCTI ON WITH.CURB
RAMP CONSTRUCTION.
RAMPS.
17. A R4MF IS DEFIrED AS A WALqNG SURFACE WFYCH HAS A RUMpNG SLOPE GREJITER ThNN 120(3%SLOPE)
INTENOED FOR PEOESTRIAN TRAFFIC A�D AS qFFERENTIATED FROM A CURB RAMP.M1V ACCESSIBLE ROUTE OF
TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER TMAN 120(5%SLOPE).
18. RAMPS SHALL W1VE A MINIMUM CLFJIR VNDTH OF 481NCFiES,UJLESS REQUIRED TO BE NAOER BV SOME OT1iER
PRWISION OF THE CODES IN EFFECT.T}�E MAXIMUM SLOPE OF A RAMP SFV1LL BE 1:12(8.33%SIOPE).THE
MAXIMUM PoSE FOR ANV RUN SHALL BE 301NCF$S.THE CROSS SLOPE OF RAMP SURFACES SW1LL BE NO
GF�ATER TW1N 130(296 SLOPE).
19. LEVEL RAMP LAf�INGS SHALL BE PROVIDED AT Tl#TOP AND BOTTOM OF EACH RAMP.INTERMEDIATE LANOINGS
SHALL BE PROVIOED AT INTERVAIS NOT EXCEEDING 301NCFE5 OF VERTCAL PoSE AND AT EACH CHANGE OF
dRECTON.UPDINGS ARE NOT CIXJSIDERED IN OETERNNNING TI#AMXIMUA HOPoZONTAL dSTANCE OF EACH
RAMP.TOP UNDINGS SWLLL BE NOT LESS THAN BD INCIfS NADE AND SHALL HAVE A LENGTH OF NOT LESS TFNN
9D IN(kESIN THE pRECTION OF RAMP RUN.UWdNGS AT TME BOTTOM OF RAMPS SHALL HAVE A qMENS10N IN
TFf dRECT10N OF RAMP RUJ OF NOT LESS THAN 721NCHES.
KIER&WRIGHT STANDARD NOTES
t INTENTIONALLV OMITTED.
2 THE ORGANIC MATERIAL COVERING THE SITE SHALL BE STRIPPED AND STOCKPIIED.THE STRIPPINGS SHALL BE USED TO
BACKFILL ALL LANDSCAPE PUNTERS AND ROUGH GRADE MOUND AREAS,AS SHOWN ON UNDSCAPE DR4NANGS,TO
WIT}AN 0.7'OF GRADES SHONIN.EXCE55 STRIPPINGS AND EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE BV
TI-IE GRADING CANTRACTOR.
3. A0.IUSTMENTS TO BIkLDING PAD ELEVATIONS OR PARqNG LOT GRADES TO ACHIEVE EARTHWORK BAUNCE SHALL BE
MADE ONLV WITH APPROVAL OF ThIE ENGINEER.
4 COMPACTION TO BE DETERMINED USING ASTM D1557-LATEST EDITION.
5. THE TVPES.LOCATIONS.SIZES AND/OR DEPTHS OF EXISTNG UJDERGROUND UTILITIES AS SHOWN ON THE IMPROVEMENT
PUNS WERE OBTAINED FROM SOURCES OF VARVING RELIA&LITY.THE COMRACTOR IS CAUTIONED THAT ONLV ACTUAL
EXCAVATION 1MLL REVEAL THE TYPES,EXTENT.SRES,LOCATIONS AND DEPTHS OF SUCH UNDERGROUl�UTIIITIES.(A
REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DEUNEATE ALL KNONM UNDERGROUND UTILITIES.)HOWEVER,THE
ENGINEER CAN ASSLMAE NO RESPpJSI&L1TV FOR THE COMPI.ETENESS OR ACCURACY OF THE DELINEATION OF SUCH
IXJDERGROIXJD UTIUTIES VN�NCH MAV BE ENCOUNTERED,BUT NhMCH ARE NOT SHONM ON TF�SE DRANANGS.
6. CONTR4CTOR TO VEPoFV ALL EXISTING INVERT ELEVAT10N5 FOR STORM DRAIN A�SA�NTARV SEWER CONSTRUCTION
PRIOR TO ANY SITE V�pRK.ALL WORK FOR STORM AND SANITARV INSTALLATION SFWLL BEGIN AT THE ppV�RJSTREAM
CONNECTION PdNT.THIS 1MLL ILLLOW FOR ANV PECESSARV ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF
THE ENTIRE LINE.IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM.
HE SFV1LL PROCEED AT FMS OWN RISK AND BE RESPONSIBLE FOR ANV ADJUSTMENTS NECESSARY.
7. SHOULD DISCREPANCIES EXIST BETWEEN TFIE ACTUAL ELEVATIONS AND LOCATIONS OF EXISTING UTILITV CONNECTIONS
AND THOSE AS SHOWN ON T}ESE PUNS,THE CONTRACTOR SHALL NOTiFV KIER d WRIGFiT GVIL ENGINEERS AND
SURVEVORS.INC.,AT(408)727-6685 BEFORE ADJUSTNG UTILITV DESIGN.
8. CONTRACTOR SHALL UNCAVER AND EXPOSE ALL EXISTING ll�ILITY AND SEWER LINES WFIERE THEV ARE TO BE CROSSED
ABOVE OR BELOW BY THE f�W FAGLITV�ING CONSTRUCTED IN ORDER TO VERIFV THE GRADE AND TO ASSURE THAT
TFiERE IS SUFFIGENT CLEARANCE.IF TFIE CONTRACTOR RE�UIRES ASSiSTANCE FIE SH4LL G1LL qER 3 WRIGHT CIVIL
ENGINEERS AND SUIZVEVORS,INC.AT 408/727�56%AND REQUEST A SURVEV CREW TO MAKE THE DETERMINATION.PIPE
SHALL NOT BE STRUNG NOR TRENGiNG COMMENCED UNTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE.IF
THE CONTRACTOR FIULS TO FOLLOW TFtlS PROCEDURE,HE NALL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR
MATERIAL RE�UIRED IF MODIFICATIONS TO Th�E DESIGN ARE FfCESSARV.
9. THE CONTR4CTOR SHALL SET FIS STRING OR WIRE THROUGH AT LEAST THREE GR40E STAI�S TO VERIFV THE GRADE.IF
THE STAI�S DO NOT PRODUCE A UMFORM GRADE,NOTIFV THE ENGINEER IMMEpATELV AND HAVE TF�GRADES CHECKED
PRIOR TO TRENCHING.
10.STORM DRAIN PIPES OESIGNATED AS'SD'FROM 4'TO 24'IN aAMETER SHALL BE SDR-35 P V.C.(GREEN-TITE pPE BV
MANNLLE OR APPROVED EOUAL),CLASS FDPE SMOOTH INTERIOR%PE PER ASTM D3212(HANCOR SURE-LOK Wf PIPE OR
APPROVED E�W1L)NATH CLASS 1 BACKFILL OR WCTILE IRON PIPE(D.I.P.),IF SPEGFIED ON PUNS.NO MATERIAL
SUBSTITUTION$FULLL BE ALLOWED FOR WCTILE IRON PIPE.ANY PIPES LARGER T}1AN 24'IN qAMETER SHALL BE CLASS III
REINFORCED CONCRETE PIPE(R.C.P.j.HDAE AND P.V.C.PIPE SHALL ONLV BE USED NMEN THE MANUFACTLNtER
RECOMMENDATION REQUIREMEMS ARE MET.PIPE MADE OF ANV OTHER MATERIAL MAY BE USED ONLY AFTER APPROVAL
OF THE ENGI�EER.
i t.ALL UTILITV STRUCTURES INCLUpNG,BUT NOT LINqTED TO MANFIOLES,CATCH BASINS,WATER VALVES,FIRE HYDRANTS,
TELFPHONE AND ELECTRIC VAULTS AND PULL BOXES THAT UE IMThIIN AREAS EFFECTED BV WORK ON TFNS PROJECT
SHALL BE AQIUSTED TO GRADE BY THE CONTF2ACTOR OR THE RESPECTIVE UTILITY COMPANY.THE CONTRACTOR IS
RESPONSIBLE TOAFFECT CAORDINATION.
12. ALL AREAS TO BE GRADED AT 1%MINIMUM FOR DRAINAGE EXCEPT ALONG FLOWLINE OF CURB AND GUTTER OR VALLEY
GUTTER,AS SHqARJ.
13.CONTRACTOR SFNLL GRADE EVENLY BETWEEN SPOT ELEVATIONS SHONRJ.
14.PROPOSED SPOT GRADES(ELEVATIONS)SNONM HEREON ARE FI�NSFED PAVEMENT GRAOES,NOT TOP OF GA28 GRADES,
UNLE55 NOTED OTFERIMSE.
15.ESTIMATED EARTFM/ORK�UANTITES'.EARTHWORK�WN77ilES SHONRJ pF AN1�,OR OTHERVNSE SUPPLIED BV qER 8
WRIGHT,ARE APPROXIMATE ONLY APD SFIOWN FOR THE PURPOSES OF CALCUtAT1NG GR4pNG PERMIT FEES.KIER d
WRIGHT ASSUMES NO LIA&LITV FOR TME ACCURACV OF TNESE QUANTITIES.
16 NRfN A GRAdNCa PERMIT IS ISSUED ON THIS PRQIECT ThIE AGENCY APPROVAL APPLIES ONLV TO GRADING.THE
CIXJTRACTOR IS RESPONSIBLE FOR SECURING ALL OTl-ER NECESSARV PERMITS TO ACCOMPLISH PROPOSED SITE WORK.
IT IS STRONGLV RECOMMErDED TFY1T THE CONTRACTOR OBTAIN ALL NECESSARV UNOERGRIXJND PERMITS BEFORE
ROUGH GRApNG T1iE SITE,AS REVISIONS TO UNDERGROUND FApLIT1E5 MAI�DATED BV PLAN CHECKING AGENGES MAY
SUBSTANTIALLY EFFECT GRAdNG INCLUdNG FIMSFEO FLOOR ELEVATONS.
17. THE CONTRACTOR SHALL VEPoFY TFIE CONTENTS AND TMICKNESSES OF THE BULpNG SUB SECTION pE:CONCRETE,
SAND,ROp()NATH THE STRUCTURAL PLANS AI�D THE EIEVATONS SH01MJ HEREON PRIOR TO COMNENCEMEM OF
GRAOING OPERATIONS.
18.ALL WORK SHAIl BE PERFORMED IN ACCOROANCE NATH APPLICABLE O.S.HA.REGULATIONS.
19.CONSTRUCTION CANTRACTOR AGREES TFNT IN ACCORQ4NCE VNTH GEPERALLV ACCEPTED CONSTRUCTION PRACTICES,
CIXJSTRUCTION CANTRACTOR IMLL BE REQUIRED TO ASSUME SOLE AND COAAPLETE RESPONSI&LITY FOR JOB SITE
CONqT10NS DIPoNG TI#COlR25E OF CANSIRUCTION OF TFIE PRQIECT,INCLUpNG SAFETV OF ALL PERSONS AW
PROPERTY;TFWTTFXS REQUIREMENT SHALI BE MADE TO APPLV CONTINUOUSIV AND NOT BE LIMITED TO NORMAL
WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTFER AGREES TO DEFEND,INDEMMFY Alm HOLD DESIGN
PROFESSIONAL fNRMLESS FROM ANV AI�ALL LIABILITY,REAL OR ALLEGED,IN CONrECTI ON WITH TFE PERFORMIINCE OF
WORK ON ThMS PRQIECT,EXCEPTING LIABILITY ARISING FROM T1�E SOLE NEGUGENCE OF DESIGN PROFESSIONAL.
20.WFIERE OFF-SIIE ORIVEWAY APPROACHES ARE TO BE CONSTRUCTED TIiE ON-SITE DRIVEWAV SHALL NOT BE
CONSTRUCTEDUNTIL TFE OFF-SITE IMPFtOVENEMS ARE INSTALLED.THE ON-SITE DRIVEWAY SHALL CONFORM TO THE
CqNPLETED OFFSITE DPoVEWAV.
LANDSCAPE/IRRIGATION NOTES
7. TFIE EXISTING GROUf�D COVER T}iAT IS�4MAGED DUPoNG CONSTRlICT10N SHALL BE REPAIRED IN KIf�D TO TF�
snnsF�cnon�oFna�iNc
2. THE EXISTING IRPoGATION SVS7EM SW1LL BE MODIFIED TO ELIMINATE SPRAV ONTO TFE NEW SIDEWALK AND DECK AREAS.
3. PRIOR TO CONSIRUCTION THE CONTRACTOR SHALL EVALWTE TYiE EXISTNG CIXJDITIONS AND OETERMNE NECESSARV
UNDSCAPE d IRRIGATION MOqFlCAT10NS.T1iESE MODIFICATION SHALL BE PRESENTED TO APPLE INC.,MAPoA MOULES
(OFFICE:408-974-0q9G,CELL:40&5BS2&'ffi)PRIOR TO START OF CONSTRUCTION.
4. ALL MODIFICATONS SHALL BE DOPE TO THE SATISFACTION OF APPLE INC.,CONiACT:PAUL CEBROWSKI,06M UNDSCAPING
SUPERVISOR.40&974�B68B.
CONSTRUCTION NOTES
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PROJECT BENCHMARK
BM1064,SANTA CLARA VALLEV WATER DISTR�CT
SANTA CLARA VALLEV WATER DISTRICTS 6 cm dA1�TER BRASS DISK(�180);ON TOP OF SOUTHERLV CIXtB FOR MCCLELLAN
ROAD,NEAR A CATCH Bq51N;2.5 FEET NORTH OF THE RAILROAD CROSSING UGHTS,AND 15 FEET WEST OF THE CENTER OF THE
TRACKS.STATION IS ALSO ABOUT 250 FEET EAST FROM BUBB ROAD ALONC MCCLELUN ROAD,GTV OF CUPERTINO.
ELEVATION:335.29FEET (NAVD88DATUAA)
PERMIT SCOPE OF WORK
Tl-YS PERMIT PACKAGE IS FOR ON SITE IMPROVEMENTS INCLUDING REMOVERiEPUCE BUILqNG SANITARV SEWER LJNE;
INSTALLATION OF E.V.CHARGING STATIOWSTALLS;RECONFIGURATION OF SITE PARKING TO INCORPOR/iTE CADE-COMPLIANT
NUNBER OF Ap4 PARKING STALLS;UPGRADE BUILDING RAMPS TO IuEET ADA COMPLIANCE;AI�PRONIDE AN ADA-COMPUANT
ACCESSI&.E PATH TO THE PUBLIC R.O.W.
PROJECT SHEET INDEX
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C001 GENERALNOTESBABBREVIRTIONS • •
C OQ2 WNSTRUCiION BEST iMNAGEMEM PRALTICES • •
C OD3 CONSTRUCiION DETqiLS • •
C004 CONSTRUCTIONDEfAILS • •
C 00.5 CONSTRUCTION DEfAiLS • •
C IOD TOPOGRAPHIC SURVEY • •
C.20D WERRLL SITE AND LAYOUT PLAN • •
C.300 IMPROVEMEM PUN • •
C.301 IAPHWEMEM PIAN • •
Et 1 SVMBOL LIST,LEGEND B DRAWING ItmE% •
E12 TITLE24(POWER) •
E3 7 SITE EVC POWER PUN •
E51 SIGNLE LINE DUGf2AM •
E61 PANEL SCMEDULES •
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Bubb 12
10450 8 10460 BUBB ROAD
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KIER 8 WRIGHT
CIVIL ENGINEERS 8 SURVEYORS,INC.
9350 SCO77 BOULEVARD.BUILpNG 72
$ANTA CLARA.CALIFORNIA 95054
P l08.7P7.6685 F�OB.727.Sfi11
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REVISIONS AND ISSUES
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PROJECT NUMBER 14000-OOt
DESIGNED MO DRAWN MD
pATE 04.p8.15 SCALE AS SHOWN
SHEET NAME
GENERAL NOTES&
ABBREVlATIONS
SHEET NUMBER
C.001
�I1�-
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,�'� ,-f ��' •��.. . . �. .' ..��Jf. C ,e
In the Santa Clara Valley.storm dralns ffow
direr,tty fo our tocal crer.ks and on to San
F�ancisco Bay with no[reatment
Storm water pollulion is a seriouu problem tor
wlltllite dependent on ou�waterways antl for
the pepple who live near polluteci streams nr
baylands
Proper management oi constructio��sites
rxduces polfution siynificantly
Th�s sheel xummariaes the�'Bext Management
Pr P i
actices" BM s o orm water olf i n
1 r st ut o
1 P
prPVention.
ORDINANCE OF
THE CtTY OF CUPERTINO
FOR STORM WATER POLLUTION
PREYENTiON 8�WATERCOURSE
PROTECTION:
Chapter 9.18
9.18.040 Discharge irrto the storm drain prohbited
It shall be unlawFJ to discharge.or cause,albw,or permt
to be dKdiaryed into any ston.��rar a n�ura!o�t�et or
channd all v�raste.including but noi restricted to,sewage.
mdustnal wastes,petrdeum products.coai tar or any refise
substanoe ans�ng from Ihe mar�ufadure of gas frnrn coa�cr
petroleum.chemicals,aetPrgerds sdvents pairts.
oontamm2Red or chlainated swimmmg pod water,pestiades
herbicides arxi tertihzers
9.18.070 Accidental Discharge
All persons sFnll natify the Directa o'Pubfic Woiics b�
telephme immediate�y upon accidentally dischargng wastes to
enable cointemieasu�s to be t�en by the Gty to mirrmze
datnage te storm�ains and the receiving waiers (his
notificatim shali be foilo,ved wdhin ten(10)days of the date
of occurrence,by a cietailed written statenent describing the
causes of the accidertal dischprge and the mmsures beirg
taken to prevent!urther occi,rrenoes S�ch notifications will rot
relieve persons of liability for violations of this chapter or torany
fines imposed on tne city on account thereof under Sec:ion
13360 of the Califorria Water Code or for v�olation&o,'Sedion
5650 of Caliiomia Fish andwildlrfe Code.or anv dher
applicable prowsions o!S!a;e o�Federal!aws
9.18220 Violation`
My person whc violates any provision d this Chapta shab
be gui;ty of a misdeneana and upon convictiun thereof shall
be punished as providai rn Chapter 1?2 of ihe Cfty ef
Cipertino Murncioal Code.
Chapter 1 12 Gerera'�Periaky.Section 1 12 010 paragraph D
states`
Unless oiherwise speaf�etl by this code an
infradior is punishable by
' A+ioe not to ex�eed S10C for a fiist wdation
2 A fi ne not*o exceed 5200 for a second viof ar rn
3 A`ine nor to exceed S560 for a 2hird violat+on ofi Ihe
same chapterwithm one year
9.18.240 Civil penaUy for illicit discharyes'
P�y persor,who cischarges pollutants.i�v�olation of this
CF�pter by the use�+Ilicit oonnections shall be avilly Iiable to
:he Crty ir,a su�no!to exceed tuverky�ive thousand
dollars per day per violation for each day in which such
VIOl2hOf10CCUB.
'E�cerpts-For canpk>te CODE fanguage refer to the City ot
C�ertino Muniapel Code
C upettino
Builu�ng Dept:
408-777.J22R
Pu61ic Works Dept.
�08-777-3JSd
Santa Clara County
Recyci��9 Ho[line�.
tOC-533-Batd
...a
,.y
cl
w w. �cv ea f c m
CS fu1 0
', SmallBusiness HazarAOUS Wasle
eoe.zce.�son
I Cupertino Sanitary Sewer�istr
anR-15�-?0��
'Santa Clara Valley Ur6an Runoft
Pollution Preve�tion Prgm
eOG.)9a.240i
�.State Office ot Emer�ency
�� Services
I �-PCO•852-7$50�34 hrg�
'Report spilis to 971
General
Construction
and Site
Supervision
StormprainP�NWtionfrom !
I Const,t�ction/ktivities i
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t�nt29E3oar�T�c nr��•xiiourg;:�op�c
,�.�eA�J AM?LLJ',
Landscaping,
Gardening,
and Pool
Maintenance
Larrdscaping�GarAen Mrintenance
J Pr�M.�l Ytocku�l . ., t �.:.I:-
Ir '.A .d an u�. q a,cr �.,t)C.
+a F �.r.�a o � :r�
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fl�kdeaps.sba r�ex.i,.�.iiq�...,n..vr,.
�.tMtC.�:.
.:I ko-veqe�iton e�.,.e�.r.?n«m n..�i r:,»o,:
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ha.i.....w�..e
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_ _.�<��a+.r. a�nr�.�r�.a.rretnrmn..,....
yardwaalr toters .�An.is'e w �....i...
n.1..nf...ran 5 r,'y��.ha r .
n_,.. � :Ic,.tom.�..
y i �
.r, �t4 ..�.m�f n..«�.����.r
..ril(IrnsfP/%
J Laneswpecorcnc�cnsn.:�uk
tak t'�:pF.^a..����0..� :i Ye
lo a I�ndf�ll IhM CoMpOf�la yi�tl
�etef..naMr:s a nn
C n_R^.�An:�l�FY�.�.�ri.
J oono:niuwo�.awew,v.x-�nt�
!hC�neel
;Storm prain Polluiion
fran Landscaping and
Swimming Pool Maintenance
Many lantlscap��.ng aa�vrt�ea-�xp��s•�s��ik�ar. �
...C�,?lilr ::1a":. �:-i::iJr�� 1
, , �,� �., �H,._, . �
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,l �� n��sn:� oe '
f tl.� �t�dt!':�r«._�i ,3..,�ic �
i��v,i....�r ia�.
m ance
Poot�FOUnta iS a Mainten
P
Drahung pools or spas
',t .'.f G p:�:� ���'
�y o �.. a t '::�r ��i.�
- n t � t ....m nr��. „
I t P.h�'t d(k:�JY. f
�
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ian:-A�,w a.,k.•�nay be orn•i�t�!�.�o�3�
atl ia:�cc
J ae.e.mscn p poo o. wnro a
streai o�s�om a ���.;dincr�.�y��io.:
m nxe y sewc r deano�c
.�I( �4�1 le. -- (4 1C f .�. ���d.
t I .11'il F.. �:F�+II y'1 tl��^.
recyr..e:ic�.ua,wim GYtlrarvn.�tgr+tlua�!Y
onto A!»ntlscapetl aRx
'..�D �o'�se coMp b d a gaecMeb
�i iola'.9a� lh..hm i� ��Ihe
n.e�.�ntrv�`:'�.�t a.wJi`ur..Uren�dr
Flfer L7eanirtg
J Ne.e�cba�a�iite n tne snect o.nea.a
1 O�ai (.�.�. rt�v' .A
J I-T3^M E M.li.-. "N.
�.:i�JtlOe ._...k'�t�n i.; +(,.5
4.«.(Jrai`r n:(";}1.tl��.,. diayeU
J If Ihere b�c eufa de ain area.�-.r�.
.�.p�rt.�.5'':AB�'b.:.tr y�-.
J s,n g�u���backwxan �.,e�.aie�t��
<[a.::•tstlWe;
Earth-Moving
Activities
Storm Drain Pollution
from Earth-Moving Activities
So�:ezcH a�'�!.an�C�adini:upC��:MOn�luose^.1a�N�
�moun�� �. I at ca fl� �.iv:sbrm
t.,o t 3v.o�Dlc
tlranis vnr t dk:n i n�.�(Xr•lt�yad mem,.n runo��
�n pn .�r�n mic . m 7rt-.an1
o M Nei dcn at
;ferD�Y h3/M� .. reel. �nY the Eia ���!r,.::v�
Y
2(OSMnr 1 pta..i�.ESteJW thean��uU�.O�ni�!f
SOS51!10� It,')�^iiCW 1-^.!ik)y.'tNlh CIl(,Y}.QE!16�.�:
.wgnc:^r;cq o�nn a,rfxes
Arat6ces Dunrtg Const�ucrion
J RemwE enistmg vegel:�Uu�� onlv when
?bsoliAely necv'ssary. Plant temPOrary
vegetation(or emsion control o��siopes o�
wherc..�na.iC�or,i�.rro'.uninadc�>���pl�nnetl
U Pro[ecl dawnslo{r. dranage courses,
StledTS.dllA 8l0lffi dfd1115 Wlt'�.W8i11P5 0'�
lempcx�rydrar�eeeswales Usechectidnm;or
dil�f+es tr drvM ruiofl arpun�excava0ons
kete�b the�cg-or�1 VV�fe�Gull Con��l
Cxr,��d��,.m�..c�.;..an�i..er.-�ur,e...C.�nfru:Fr�;+�!
iY7»:,���1 Y,hr nroper erosion dn^sF+Jrn�:en!o�np�=
measures
J Cover stakpiles ancl�rwu,�ileJ s::il wr.h
�Pfll(Ptl�Of:SU!nl:lS�L Si'EPf1110
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� � �
� � I���
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�t', �� ' `� _
Il/ �
1 �.
The property owner and the contractor share uttimafie responsibility for
the activities tha#occur on a construction site. You may be held res�nsible
for any environmental damage caused by your subcon#ractors or employees.
Pair�ing and
Application of
Solvents and
Adhesives
iStam Drain PoNution frpn p�nts, �
� $O�VlII�.0fld i�fl@SIVCS �
All�rv(5 Stive'tts 3 riX1'.�esrx!.e(mG�m
.iem ak'.;iat hn,�{�.:�, qIN-m roc.�
ws,:, �c:�a�a�a r,�r..accxh,�,.
:.:'x�m�,as mar'orir<�a�.:+✓s�r.
� pra.J.:sort-crri�waer�•�r��c�so�:g�.f?axx �
' .m.dlenb'3f..;Me6181:adl`�Ve5 tn']v:IPd!n.m 11u:2
i xMwf he rc'+�:�en w�'ien(slssibiE ir d:Dosn,of i
� G�ro�'�yt,,;.e+r,hthesemstfrds+r:�rt,�lu�anc �
int;xtcvm Oa�.�arw wale+<u�aes ;
� ;
; 1
Hm�aqing Pairrf Ruducts
:J KeepaY iqutl W oi pmAUCCi ant r�asles
avay Irom tnr qutter.stresK.�d Momi
d[ilrt9.
Paintirg Geanup
�Now�r �br sAes r
ch+ar o nnyp>atrt
i
cor[snrR inlo a s:ieel pufter,y�r�rtn aa ei,
F�encn arain.or amk.
:]t o�wyer.baxtl tan�,Am ux n„s�.�t
thc e,ren!Poss�ac.:n.�.msE-c�m iren,.
S'�r;n(YR�M�3'y�E:£`•N,:5aTK3ry��wM
:]Foro�4hasedDa�s�nVrxo�sArushesR•,!.:
ex�n•{.uSeiDle aM UEan wti Yvrne�a
soheey.Fitta�artl r<�iee T n�.r„a�tl sdva�r,
VRIdIF(IOFib�E L1EI=�O B�CLS�.eG:MS 3}'1
'ES��Ut Ai1W�•d?.aw..f.
J uNm thc*c m..�:vy.emCYt�:�*n cans u.v
b�i,sres a¢anc;tlro,,i trsme}'.z
dfsposetl ofas geAwg�
;�,
,
t
Pa;m/�rrroval
J Paint chqs a tl d�st�.m� o-haza�Aan
Ory St PP 7 a A v ntl b.ast 7 '.r t�.�
:wctr �. rpe^t��.>uaF.ur,y�..;!^s�r
n�o:sz,o�m::.�
.J penwcal paht atnppy�y reyque.a!d iYnes
eny��s�tra'.�.e�ne ya.rts.�.naiKs
cor�dinny leaa�ercir�or n;yV y�nn^�.��
�-c��.spesetl d:s�r�m;�,>,n weste�ex
b�stt.p:.r.•elr:or2�,r y,es 2.sfek-:ertlfiet!
�:narata
>Wt��.�iiWnx,7ac�nnui9nuiEiigcAeriore
�wv��.�..p•es�vewdt<�•hlacKSd-^.-.rrnre
Deect�vashrate•nrto a aat>w a::xatle
�:G.�ti�l O�:'kC�WT C t1-w':i�0 S3�q'3�)
DisNC[io fmd a,,n yw car mup a vdaum a�
washwax anodispo�e of i[In a mniary
swvartlratn tiarn�lxnai�wasrmae+rt�a.�
be rcVU�er
J WaFhwater fran Vained buBAngs
catelrutL.V U!'fOre 19T8 ,u.A i��h1;�.
ullt0.�"1I5.^.i lCid.EvEI'.Ulft::'Yp5 dR��
aresenr+e+.-w�aea��s�nm��,.-�:�."�c�
..1r.:f rt a 1:,�EO.ia��oe.tc.orswii^.vra�e
:nxl�'�hy'F�csuue.Ms Pem!fx�q:�!�y
pk�rqp�vn.ciapint,}c.p„kr,x•arivzory
j$f�t':Y Ilow Pa�fi�a cttet�.u�r B�,i
W�ortlary
J I Rar a:ioose Pefnl n.^,h«dNCmc:..)�th
rt bsts 'Ne fu 7:Slo�r
P� nnsk
icaa �a
a�b�!�E l.�. k NtF.!.w«r Y Sa.Nar?�Fnc*
Y t1A� .u•'l�C�.t' ?'J'v1�,lf IYdY!
k;t�1F 2��dj SttW 1 y(k.�<.S�YT'1 1
at,r�.v ss;x��a,rsana�wavt..
PaintDisposal,ReWmo�Oona(ion
J OsW�or�Heni t�qiqnu����ai�.rcwr,
stivent y'r.c a��.tl aean rM":ui�a
ha>artt+us wlsla Icat the 4na��Enire¢
Md�:a'O.:;n W3�t R�'�+--.1iN1:
J i:Retumtcr.FRr�er�uncz�ena::<x:.nd�i
,-�:ry be ade t�a��eL nec�i;�wr.i.wtr.t!c
,ero,..eg�rd_;n�t y.ac.. d•c�
J Oaute�ce�:.s��n a25±��.-0�k�ar�at;
Roadwork ��
and ��
��
Paving
Genera!Business Practices
J Dr,ei��-�,a��_n��1cr�_•�+ierosqnrsetliment
contrclplansfc*��ac��.�a i6.+�.�r.n.:r„��
J i.�^ea�����r.::+e:�h�;-�anc e.��ra�n:�ct.�.n_
dry weather
J Ghc.'r`nr anc repalr IeaMmq equlpment
J PE�e-��:majorequi�xnent repairs a*
:I:�S C dl f-+Ir 'Y: Y'r:3f:;t-�i:).•`i
wte Ira,uy ti F .pe��lprr�iy
e���pmertrec+a�..e..��>>st �to��.:!es
�.l wner..etueFngo w�er.e�icu.Y•a�ipmcnt
't1.�.�f1�Flt2f.[,E'11��5 DC��in(�iS11P OCSIa"�i1[E'.3
�iGC3flcn a�+�eo fror..:torm o ai:-.e anC c�ecxs
i� Do not use d�esel oil to lubricate e�,�:�^'�.e^.;
. ,�,...1�d" 1 i�=rP.nt
J Recy<le u+ea_�co^..re���-G�aKE�ecche�•
e::w'!e^e��.e•✓o=_sit�.F,. -.;posec`o!�per�y
K'X�Pt.yr_1261 !'��1�.fJ!1-5�G�I2C'Ji:!�Il f
comurn�es:
i
As haltCo teRemovat
P
ncre
:J n�..r c c��. , ,cfss tluat.v^e:�r��r�e�:,ascha;
G" O�C't.•P.
, 41,..�.eakinC'.�.(.',..4��:e�'.,r.'.be surr:(c
remowc aN c�unks anq p eces h�.�,he su�c
bro z�[e:�rmen�a,�e,n!.r r�r�;:or�,c;
x-�l t�3'.�..1 U'r
� Yi P .��2k.f1�Sa GUIF uS(�a5�llle 'M�35
l%oss t Ir f��r���. ac�,:rr sa �.;u�..s�-i u�'.c
If�l'J E.�^�fh(�S 7f 7�P p,e!E�C SF'!/
�JI'.i 1 I.15 J...f�C 53V.-�1 I w(�i:�:�iF ef..
pr0 P'}6'.qf�:>.�'2�'rcS..uf�..
J .�wreF never hosc tlown stretts l��ci?,;��i.
r3 1.Ca.-t�_ � �r:'t rrc- :;;��r
...:Y. ..,...�m,..�c:�:u o�y�,.., .:;'rr.
U a.n�
_-__ --- _ __-�
Storm Drain Pollution +�
from Roadwork I
� � �„���, .,�! :;: i
1 ,�Ocn ri! � � sU�t e e th rF rrc i-r,:�., j
� �n r �� s�,a� s� j
cA d�dfP7�ia�,e.�.<.�+rc�i e�u-:�sri�*r.,ins j
'�tr �n�n� ru Ec� s .��anr h�..,c..rc. j
� m 1-p.oM .��.J 9��-�tl qa n.,?n.�l1i aor o� �
� st., c.;-'s� rEeks.a:�ulh.l;ar ;
i
During Construetion
J Avo�tl paving anA seai coaUng in wct
weather. s�-��,e ..air sici-.�"�� P':vr":'.
�t(+511 Taif ri.i s I�iif�C�,aCt...J�.(t)r..-wd:t'.
urut!
J Cover and aeal catch Daslns anC manholes
wnen dpF�j.�g xeei coa���iu�ry sea:1e�se�;2!
cr s�r-it»�rr et�:nals
J Protect tlninage ways:����y�.iny ea�th�.tlikP�
..'ntl baes,c;oi^er ccn�rcl•.,tc.tiiyer cr f�a�
a.•tl t�te��.�ni�`
J Ne.ve�rash cA:rss�atera:r�n exDosetl-
aqgregate co�rete c s����:n�t�a^r�ei����".
a StlEPI C��C1Drf11 tlf8lfl�.C���PC afiC feC�'LIP.V'�
tliSPu>C re a�r.arca �
:J Covarstor.hpiles iasphaY sa�n etc���a��C
uther c,�n�r uc�e��n��ate�ia-s w�li�p:a�tr_tarps
M
F�.O1Q��!J �tf'31 8 C7 F.r�✓ff�'f f1G�Wll"�
t.rn:-�?r.ncf`c"��. t.s�.ieets a� be-�����
:1 Fawpav�n9macnines„��re:r.-i4 � .,
�5 .P•. d .':101.., 2�<f...l( .Y.�.
tlr„s v:hr n�, n��.�e
J Cloan upaMSRUlca d 1�ks�� a���r��
rreJ�.c�.15�witt�,3p=_o•D�n 'te.ial artl'c�
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�i
C .J.t��f�. d�U J
J r nr..a, e��/.�, r,o�,ytt.iy,:s7.,usror
e.rese ab�a<ive q�a�.�e�o-sano
!,.� ��,o��.0 c-.<.r�aG4'��'=�+����!'-',�'atert�ucks to�:�ist
..;::��,rnl
Dewatering
Operations
Storm Drain Pollution
� From Dewatering Activit+es
Be Sure to caY your cKy's storm water inapector
at 408-472-9907 belore dkcharging water ro �
r . r
st ee r r steim rai��. Fitrat�or o dvers�on
t. utle C d
1 '
4
th��.?ugh a basin tan� and sedm�nt trap mar te
Ir2q�-.reC Re,.�e wa:e��fo!d�st contre!�.rriga�.ior.o�
I anr-�.�ei u•�-ste Cu�'P�se tc: [he are�tes± e�tr^'
Pos�iblc. I
�___
Check for Sedunent or Toxic Poflutants
, Che;k for otluic.yisco�!oiabcn.u��r.eilv�stieer�
7���.yfCitnCw3tP�
, 115K y.^u' CI`;V f�t[1P['.Cf M'hfihF! ihe
�lO�itldN'�1P' Rt�S' bP [Ei1PC t} A ��rtifl2❑
labota;�'y
U DepenCinc on tha�.es' resuits vcu ma�he
allo�wetl tc disch2i�F punipec grtiuntiv:ale�te
t!�ie storr tlrain UR yu�may bc rrquiretl fo
disr,^arye te the sanaary sewer c,r co11eC ard
na��l the wa-ei �ff-site to� treatrer�t and
di�posa'.a'ar.aG��nrr�a?a treai^ient facil�tr
❑ Whe��d�.schar5i^g�c�storm d�ain protec'V.e
i��{e!usmg a barr�er ot ourlap bags f�Iietl wrtf�
drein rock cr cove� +n!e; wrth fi)le; [abnc
ar�horea unde�tne grate.
:.� Contac'C�pehi^�o Sar:itary�Di�tnr a�.2'+--C.',
pnorte d.schargmG t�!he sar;�;�ry sewes
Fresh Concrete
and Mortar �
Application
I �� Storm Drain Pollution from
; Fresh Concreie and Mortar I
� Applications �
� Fresh c;��crete end ce.me�t-relatea m<,�rtars �
� f113f w36f��.1l�1�3k��'S.Pdn�O'ES!��J3*iP5 j
1 drE;oxic!�lish an�i!n�aG;a!�� �
en�nrc�men.Uisposin�ott+�ese rnateria-s �
v the sto�m drairs o i reef.s car'�.biock �
�jjj� stcrm tlra:ns.cau�es sencus G!�o6�em<_and �
�s piuhib��ted Cy law !
L
Genera/8usiness Pracfrcas
;� �a.n::.,� ..i- „ . ..ir .. ,�.�n
ashoutal s .V J�o 3vYdv o -1� �
oru".�,na��.:rorw:.ys rnero-t^N wa���.��I f��.w.
k'.eTp . .:.. a tlrta.En.Let
.+ak.^P.u�e.<�rr.,uy..o'altl 'sCesc��
;etlle�M1dfaer��GOn 1E �/DS�P
Wii�re�r.�;�eas�hir�.��rciewas+�n�thv
pu�pir_6acM intG�,.ryFr^.h:��reuse
J waen oui enutas a�,re n�rt d�e:,�.m:,;ec�o�.
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.ai��..�a,a runo!:
J nc�o�� e�esc���ei k��e.ca.,��„
i�nGre�e t..•.A�.�Is.u,tra+le�-
Dunng Conslruction
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l.in�aP:...��.�0..�.'.i6n�. <.�i'1'.y�'.�"Orn
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Equipment
O peration
Stormwater Pol�ulion
from Heavy Equipmenton
Construction Sites
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u �a~ .,�., � , „_r�
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Disposal Prgm
BttS111QS5QS�t]EIlE�iB�SS
tha�27$allons or 220 pounc�
af hazardous waste per month
are eligible to use titis program.
�+d���'17J{7'�7.MJ
for a quote.
APPROVED��. ��
71MM-RDEN,RCE45b��2;3,,,� -- �--i�2`�°�'- ! CQNSTRUCTION BEST MANAGEMENT PRACTICES ; G'I1 ; � O� CJ�U�;'� ��R��'�'�0 ;
DIREC70ROFPUBLIC WORKS I i I)EPARTMENT C)F Pl IE3l_.IC'Vl�'(�RKS i
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Apple
Bubb 12
10450&10460 BUBB ROAD
k
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KIER$WRIGHT
qVIL ENGINEERS&SURVEVORS,INC.
3750 SCATT BOULEVARD.BUILqNG 2Z
SANTR CLARA,CALIFORNIA 9505d
P 408.727.8865 F a09.727.56/t
�
REVISIONS AND ISSUES
Mmu cnv suenRra
I,�CRV RESUBLqiTAL
PR��SS��N
e�° aP�S 4�
� y a0
*, C V, *
��F p��A��(�
aaaecr NuMeER _u000-oo�
DESIGNED 1� DRAWN MD
DATE 04.08.15 SCALE AS SHOWN
SHEET NAME
CONSTRUCTION
BEST MANAGEMENT
PRACTICES
SHEET NUMBER
��oo�
LESS THAN 4'TO AQIACENT
Z� �ISCP,NMEREAPPUCABLE.
H1A%
� �_6' --� 4'PCC �-_ R-1Y2.�r5--i 3/4'
-- � \I
-- � - �\.RAILING PIPE WFiERE APPLIES a�I�A-B- v I R=12'
ADJ.E%.FG- I ° j`-g� COMPACTION PR AS M DV 557 �*
I y4 Cw+MFERED EocE.TvP TYPICAL CONDITION
W SURFACE PAVING
R4 BAR TOP 6 90T. <
� 05 AQIACENT WALKWAV � ---BASE ROCK
�coNC.wn�K 5�vcc � § � -EX.&JILDING OR WALK
' W/t48AR:a IB"OC _
� I J EXPANSION JOINT -�_ SUBGR4DE�95%RELATIVE
1
� i4�16 O.C.E W. COMPACTED SUBGRADE PER l USE T LONG.X4 DOWEL� COMPACTION PER ASTM D 1557
• GEOTECHNICAL REPORT �� 24•O.C.DRIIL HOLES,BLOW
-� � j 3. 4. CIEAN AND SET IN EPDXY �
Z.py, PCC CURB(CLASS A)
- �18'.._.�.:� � W � " i �I MAX
w
E� EO� - �� 3.S 4'PCC
" ���Cu55 2 AGGREGn7E BaSC i I DRAIN ROCK ENCASED IN GEOSYNTHETIC . � *WEEPHOLES TO BE PLACED ON ALL VERTICAL CURB,AND CURB 6
95%0.EUTNE COMPACTION � ,.� FILTER FABRIC.FABRIC TO BE MIRAFI 140N 3�p
w . 4'CL II A.B. '� � GUTTER WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB.
2 � OR APPROVED EQUAL.ORAIN ROCK TO BE �
Z CALTRANS CLASS 2 PERMEABLE AMTERIAL � �^�"�
ud-i B" ..1'-0"-+� .�g,�!
° � CONNECTION TO EX BUILDING OR CURB
TMCKEN WALKWAV I 4'SCF�WLE 40 PERFORATED WC VNTH
CONCRETE RETAINING WALL 13 Aeove Foonnic i OEOPLSITEFST�ORM SY�S MAPER Pa""r�sEOT CONCRETE SIDEWALK 05 KEYED VERTICAL CURB 01
Kev w wnn+ �
rD SHAPED 2x4 � � I 1
3/4`GRAVEL OR GRAVEL D/
FILLED SANOBAGS Z � I �NEW PCC CURB
� � � 14�370.C.
��� O !9 ' 14�1T O-C- 1"0 PVC PIPE THRU CURB
;�� STORM I�ET �3`CLR,TVP. - T�6��� AT SCORE MARKS,TYP.
O�/ . . _... .. .. I • -UNqSTl1RBED SOIL UNDER SUPERVIStJON .
� WRAP STRAW WATRE � � �
AROUND INLET L � OF PRQIECT GEOTEChRJICAL ENGINEER. qpJACENT BUILDING OR AC PAVEMENT
-. 3'CLR,NP. � CURB(NMERE OCCURS)� � � � ,
rv�O FOOTING WIDTH.SEE SCHEWLE BASE ROCK
WALL SCHEDULE SEE PUN FOR DIMENSIONS
HEIOHT FTG.NADTH �--36'MIN WIDTH�FLUSH WALK CONDITION-�I
PLAN STRAW WATTLE 2.0% D
7-0' 7-2' FLUSH �
FIITER FABRIC �'-e' z-e' ELEVATION
- PLACE FILTER FABRIC BEMND
CATCH BASIN W/FILTER WEEP HOLES WITH A SHOVEL
FABRIC UNDER GRATE. � � FULL OF DRAIN ROCK.TVP.
i��' �� AQIACENT INSTALL TRUNCATED DOMES EXPANSIIXJ -��' � SET FL04VLJNE OF WEEPHOLES
/ �� � PAVING NATW N 4"PCC CONCRETE JOINT,TVP. ^.1 7/7 ABOVE PAVEMEM SIXtFACE
i �
.�. � . .� ,�� _
3�4 GRAVEL OR GRAVEL' . ,FINISH GRAOE,'��
FILLEDSANDBAGS'�, i ". . -
PROFILE
DRAIN INLET PROTECTION 14 BUILDING RAMP CONCRETE RETAINING WALL 09 FLUSH TRUNCATED DOMES 06 WEEP HOLE 02
�-�
IF- � s,rr, �-o� z-�+<- �l I`s
r vin�wmi�eoROeR �-,rr
� ' ' # r t id(2 RE�UIRED)
i s.nP.J- �
LIMTS OF PAVEMENT 2.0'MIN.
L REINFORqNG FABRIC�
! INTERNATIONAL SVMBOL OF AC SURFACE COlhtSE TO SA��
§ ACCESSIBILITY PER 11�703.7.2.1 � �� � - - i4 PIN(2 RE�URED) ��CED IN Of�E UFT I
_
� EDGE OF PAVEIYENT EX PAVEMENT
7-0' �
PlUNT BACKGROU�ID BLUE OR FACE OF CURB
EOURL TO COLOR N0.1,�i090 NEyy ppVEMENT �
�� IN FEDERAL STANQ4RD 5968 �
� � �I � REMOVE 1.0 MILL 1.0'
�I-1�-0• MIN.EX.PV MIN EX.PV.
� 3.0'MIN.NADTH OF
. NEW PAVEMEM
INTERNATIONAL SYM80L OF ACCESSIBILITY
NOT USED 15 NOT USED 12 I.S.A.PAVEMENT MARKING 10 WHEEL STOP 07 AC CONFORM 03
O.S -�7.5'.T'P.FORALLCORPEREDGES n n2.�O O 1/4, --��-7/4'
ATTACH SIGN TO POST AT CENTER OF �' �Y ��L!U �!Ll-
��� �-�� TOP d BOTTOM.FOR WAIL MOUNTING �"'-_-•.I'APART T
i f FASTEN AT ALL FOUR CORM1ERS,TYP_ �ij, � O O O ���P
uS.i ...INTERNATIONpL SVABOL OF ACCESSIBILITV..._. .f ' ,,j,�.,. OO A O A OO OO L1P OF GUTTEW 12"MINNEW A.0 t.
< I CURB RAMP GROOVING M�N
Z ACCESSIBLE PARKING SIGN TO BE PORCELAIN I qC DffPLiFT CONFORM'
� �� STEEL W/BEADED TEXT OR APPROVED E�UAL. -� I io VAN ACCES51&E SIGN IF RE�Uf�D FACE OF CURB SAWCUT
Z i SIGN TO BE PER MUTCD R9B(CA)OR R99C(CA)
I POST SUPPORTS TO BE Y 0 GALVAW2ED �� O O O O
��� LETTEPoNG 6 SYMBOL TO BE Nk�NTE ON � STEEL PIPE U.N.O.CAP TLIBE ENO.TVP � O.ZO' -SEE NOTE 4 ����
BLUE RETROREFLECTIVE BACKGROUPID. U 7
I �a 0.45 AT TOP � 6 MIN OR MNTCH
L�- �---� �w 0.90'AT BASE
� tz„ i �o � EXISTING IF GREATER
�I
rm9e(Cn)W�+CnRDREOUiREDwHEN R99(CA) T�J PLANVIEW SECTIONA-A
` J SPEGFVING SEPARATE R9B(CA)SIGN. FINISH GR4OE-�-- NpTE-.IF 7}E CONiRACTOR p4M4GE5 EXISi1NG ASPFIALT SECTION IXJPoNG
L �r � ��� -"� i- THE EDGE OF THE DETECTABLE WAR�pNG SURFACE NEAREST TFE S'fREET SHIILL TVE REMOVAU INSTAL1A71 ON OF CURB AND GUTTER OR AT TFE OISCRETION
8E BETWEEN G AND 8'FROM ThE GUTTER FLOMLINE,Al�D E%1END 36'IN DEPTH. O�TTiE�NSPECTOR,TFE AC WILL BE REPPJRED BV SIWCUTfING 17 MNMIM
��� VAN ACCESSIBLE SIGN NMIERE REOURED. I � �Z^p�qMETER K 24 DEEP BACK FROM TFE LIP OF GIJTTER At�D INSTAWNG A G NANMUM DEEP UFTA.C.
R7�SIGN TO BE MOLMTED BELOW R�J96 I - 2. CURB RAMPS SHALL HAVE A OETECTABLE WARMNG SURFACE Ti4T EXTENDS TI-E SECTION AND A 7 A.C.CONFORM AS NEEDED.
OR R99C(CA)SIGNS.BOTTOM OF LOWER- C���F�n�' FULL VNOTN Al�D OEPTH OF THE RAMP dNENSIONS Af�A PLACEMENT OF TFE
��\ __J MOST SIGN TO BE MIN.BO'TO FINISH GRADE. �___J� DOMES SFUILL CAMPLV NATH CBCt 1276.5 ITEM 7
�--- 12' - �- 12' � 12'0�--+� 3. IJTILJTY STRUCTl1RES IMTFXN FEW CUfffi RAMPS SHOULD BE RELOCATED OR
ADJUSTED TO GRADE IN CONJUNCTION NATH CUtB RAMP CONSTRUCTION.
R99C(CA) R99B(CA) SIGN MOUNTING
� 4. TAPER EDGES NhiERE DOMES ARE GLUED OR BOLTED TO THE EXISTING SURFACE.
NOT USED 16 ACCESSIBLE PARKING SIGNAGE 11 TRUNCATED DOMES�GROOVING 08 CURB REPLACEMENT 04
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Apple
Bubb 12
10450&10460 BUBB ROAD
kW
KIER&WRIGHT
CIVIL ENGINEERS&SURVEVORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95051
P 408.727.66fi5 F�08.727.Sfi.11
�
VISIONS AND ISSUES
fNTIAL pTV SUBMITfAI
CfTV RESUBMITTAL
/`•�
(s�� ��.li
��
PROJECT NUMBER 14D00-001
DESIGNED 1� DRAWN MD
DATE 04.08.15 SCALE AS SHOWN
SHEET NAME
CONSTRUCTION
DETAILS
SHEET NUMBER
C.003
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('�i. Ki�cr,
USE T LONG.ib DOWEI.DRILL m USE T LONG,i4 DOWEL.DRILL
�• HOLES,BRUSH,BLOW CLEAN �W F/C HOIES,BRUSH,BLOW CLEAN
I AND SET DOWELS IN EPDXV. AND SET DOWELS IN EPDXY.
T � ___— —
� Iz4.o� �
� � EX.FACE OF ClN2B(F/C)
+ 4'� I
� I�W GG y EJ(.GG
A -�r A
NEW SNV EX.S/W NEW UG � EX.LIP OF GUTTER(L/G)
5/W TO SAN m
PLAN VIEW PLAN VIEW
t+n�oF exisnNc
�SAN TFNCKNESS
NEW SMI __ E%SNY�
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T MIN NOTE:IF EXISTING SIDEWALK
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I �__ v�nrH oowe�corrr�cnori j
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B-1.---��..—�5 3'� t 2' 12•
SECTION A-A SECTION B-B
CONCRETE DOWEL CONNECTIONS 26
� EQUAL SPACING ON TOP 3 BOTTOM
29 �
HANDRAIL,SEE ENURGEMENT DETAIL�
} 1/2'0 STEEL RODS qSTRIBUTED E�UALLV AT I
3112'MA%.SPACING SUCH TFIAT A 4'DIAMETER
I SPHERICAL OBJECT CANNOT PASS THROUGH I
� }
�� � TW1N 6-0'APROVSDE RTICAL POST EQ LLYA�R , I THAN 6-0'PROVSOE vEanc Po�s�ue���R
]` SPACED O.C.BETYVEEN ENDS,OR AT 4'-0"MAX.TYP e � SPACED O.C.BETYVEEN ENDS,OR AT 4'-0'MA%.TYP.
e�i I
(�• '�
��+ � 1/7 STEEL RODS.TYP. I
EOUAL SPACING ON TOP d BOTTOM
�� CURB RAlL1NG ATTACHMENT 28 CURB RAIU NG ATTACFMIENT�ZB-..
GU4RDRAIL REQUIRED WHEN ADJACENT GWRDRAIL RE�UIRED NMEN ADJACENT
GR4DE E%CEE0.S 30'IN VERTICAL OROP GRAOE EXCEEDS 30'IN VERTICAL OROP
GUARDRAIL SECTION HANDRAIL SECTION
TYPICAL RAILING SECTIONS 21
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i-ur m sraN�ss sr�e��ve
r � T 4 NON-SHRINK GROUT,STEEI J I
I I TROVJEL SMOOTH.TVP. 7yq�pL RAILING EXTENSION AT ��� I L�
1 3�P CFNMFER TYP BOTH TOP 8 BOTfOM OF RAMPS I
2 114'STEEL SLEEVE
� J J ����
Q F � �� i � i ���n�
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a
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EDGE OF STNRS OR RAMP.TYP.
(3)t4�16 SPAGNG WELDED TO WFIEEL GUDE WRB I --J I ------'
. i ' SLEEVE AS SH01MJ.ON EACH SIOE
f C
CURB ATTACHMENT HANDRAIL EXTENSION
RAILING ENLARGEMENTS 28
�V4"CLEAR
Ef�A RETURNS TERMINAlE AT WALL Wl 2-3�4'RAqUS
��4' Ef�D RETlktNS TO WALL,TVP.
'��CIEAR
SHOP WELD ALL STNNLE55 STfEL CONNECTIONS AND --- 1-12'0 STAINLESS STEEL PIPE,PAINT AS SPEdFlm.
GRIND SMOOTH.CAP ENDS OF RAIL 8 PROVIDE 2-3�0' VYELD AND GPoND ALL SURFACES SMOOTH.TVPIGL.
RApUS EIISED EDGE AT ALL MIIERED R/UL1NG5 A�D ---
:c EXPOSED EDGES OF R/ULING BRACKET SUFtFACES. �
RNUNG ATTACFMEN!BRACI�T-PROVIDE 3"0 Y 1/�"TM(',K SiEEI
-- RNUNG ATTACFMENT BRAGCET,SEE SECTION - MOlX�f71NG PUTE W/12'0 STEEL ROO W/T LONG OUARTER PIPE
- ShELF�4'-0'ON CENTER MAX.ILLl NIELOED CONSTRUCTiON.TYP.
-- ATTACHMENT MOUMING VARIES OEPEI�OING ON CONC(�TE,
��n, FACE OF WALL(FOR REFERENCE) MASOPIRY OR OTHER COFDITION,CONTRACTOR TO SPEpFV.
c�EnR —FACE oF wA11(FaR ttEFERErJCE)
A
PLAN VIEW SECTION VIEW
1. FNPDRAILS SHALL NOT ROTA7E NATHIN THEIR FlT71NG5.BRACKETS,FAS1Et�ERS,BACIONG 6I1LL MOUNTING ASPECTS SM�LI.BE GPABLE OF SUPPOKTING A ZA LB.POINT Ld1D.
2. ALL WELDS,JdNTS.SEAMS,EDGES 8 CORrERS SWLLL BE GROI�D SMOOTFi.PNNT SPEGFICATIONS TO�VEPoFIED BY CUENT Af�Q'OR ARCMIIECT.
WALL-MOUNTED HANDRAIL ATTACHMENT 29
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TOPOGRAPHIC SURVEY NOTES
I. THE BOUNDARV EASEMEWTS,AND OTHER ENCUMBRANCES SHOWN ON THIS
DRAWING ARE BASED SOLELV UPON INFORMATION CONTAINED IN THE
FOLLONANG DOCUMENTS.VRELIMINARV TRLE REPORT PREPARED BV FIRST
AMERICAN TITLE INSURANCE COMPANV,ORDER NO.519868-85,DATED MAV
24,2012 AND UPDATED MAY 31,2012.
THIS IS NOT A BOUNDARY SURVEV.NO LIABIIJTY IS ASSUMED BY KIER 6
WRIGHT FOR THE IXISTENCE OF ANV EASEMENT,ENCUMBRANCFS,
DISCREPANCIES IN BOUNDARV OR TITLE DEFECTS NOT MENTIONED IN SAID
DOCUMENTS AND THEREFORE NOT SHOWN ON THIS DRAWING.
2. THE TVPES,LOCATIONS,SIZES AND/0R DEPTFIS OF IXISTING UNDERGROUND
UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM
SOURCES OF VARVING RELIABILfTY.TME CONTRACTOR IS CAUTIONED THAT
ONLV ACTUAL IXCAVATION NALL REVEAL THE TVPES,IX7ENT,SRES,
LOCATIOP6 AND DEPTHS OF SUCH UNDERGROUND UTIUTIES.(A REASONABLE
EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNKNOWN
UNDERGROUND UTILRIES.)HOWEVER,THE ENGINEER CAN ASSUME NO
RESPONSIBILITV FOR THE COMPLETENFSS OR ACCURACY OF fTS DELINfATION
OF SUCH UNDERGROUND UTILITIES WHICH MAV BE ENCWNTERED,BUT
WH�CH ARE NOT SHOWN ON THESE DRANAN(S.
3. BENCHMARK�.
SAfYTA CUIRA VALLEY WATER DISTRICT BM1064;SCVWDS 6CM DWMEfER
BRASS DISK(QI 80);ON TOP OF SOUTHERLV CURB FOR MCCLELLAN ROAD,
NEAR A CATCH BASIN;2.5 FEEf NORTH OF THE ItAILROAD CROSSING LIGHTS,
AND 15 FEEf WEST Of THE CENTER Of THE TRACKS.STATION IS ALSO ABOUT
2 50 FEEf FAST FROM 8U88 ROAD ALONG MCCLELLAN ROAD.
ELEVATION:335.29 FEET (DATUM)NAVD 1988
4. A.P.N.:357-20-037
5. FLOOD ZONE NOTE:
6. THIS SITE IS IN fLOOD 20NE'%',AREAS OF 0.2%ANNUAL CHANCE FLOOD�,
AREAS OF I%ANNUAL CHANCE FLOOD WITH AVERAGE DEPrHS OF LESS THAN
1 FOOT OR WfTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE�,AND AREAS
PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD.PER FLOOD
INSURANCE RATE MAP COMMUNITV NO.060339 0208 H DATED MAY 18,
2009.
7. fl451S OF BEARINGS�.
8. TNE BEARING OF NORTH 18`58'09'WEST TAKEN ON THE CENTERLINF OF
BU88 ROAD AS SHOWN ON THAT CERTAIN MAV OF TIiAR NO.4398 FILED
FOR RECORO ON DECEMBER 26,1967 IN BOOK 231 OF MAVS AT PAGE 50
AND 51,S,4NTA CLARA COUMY RECORDS WAS TAKEN A$THE&4515 OF ALL
BfARINGS SHOWN HEREON.
LEGEND
PROPERTY LINE
ADJACENT PROPERTV LINE
CENTERLINE
FASEMENT
BUILDING LINE NATH DOOR
BUILDING OVERHANG
LIGHT
TRAF6FORMER
STORM DRAIN MANHOLE
MANHOLE
CLEAN OUT
G45 METER
G4TCH BASIN!DROP INLEf
UTIUTV BOX 61ZE VARIfS)
SIGN
BOLIARD
TREE W;512E AND ELEVATION
SPOT ELEVATION
NRB
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70�
,�o
,7W.00
CURB&GUTTER
CONCREfE
FENCE
RETAINING WALL
EDGE OF PAVEMENT
SINGIE TREE
TItEES AND BRUSH
SANITARV SEWER
STORM ORAIN
WATER
�--------�
--5----
— 55
— �
--W
ABBREVIATIONS
AC ASVHALTIC CONCREfE
AD ARFA DItAIN
8R BOTTOM OF RAMP
B$ BOTTOM OFSTEP
C CONCREfE
CONC CONCRETE
DI DROP INtET
EMH ELECTRIC MANHOLE
EV ELECTRIC VAUIT
FL FLOW LINE
LIP LIP OF GUITER
L/S LANDSG4PE
PV PAVEMfNT
RIM RIM ELEVATION
RWL RAIN WATER LEADER
SL8 STREET LIGFIT BO%
TC TOP Of CURB
TS TOV OF STEP
TR TOP OF ftAMP
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CIVIL ENGINEERS 8 SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING Z2
SANTA CLARA.CALIFORNIA 9505a
P 408.727.fi665 F�D8.727.S6A7
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REVISIONS AND ISSUES
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PROJECT NUMBER 14D00-001
DEStGNEO MD DRAWN MD
DATE 04.08.15 SCALf AS SHOWN
SHEET NAME
TOPOGRAPHIC SURVEY
SHEET NUMBER
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` \ � PARKING CALCULATIONS
� PARKING SUMMARY EXISTING PROPOSED
STANDARD STALLS 191 193
ACCESSIBLE STALLS 4 8
TOTAL PARKING STALLS 195 199
PARKING REQUIREMENTS BASED ON USE
PER CUPERTINO MUNICPAL CODE TABLE 19.124.040(A)
BUILOING AREA ZONE RATIO REQUIRED
BUBB 12 29,500 OFFICE 1:285 104
BUBB 12 15,452 LAB 1:450 34
TOTAL PARKING RE�UIRED 138
ACCESSIBLE PARKING REQUIREMENTS
PER CBC 118-208,TABLE 11B-208.2,ACCESSIBLE STALLS REQUIRED:
TOTAL RE�UIRED ACCESSIBLE PARKING: 151-200 TOTAL=6 ACCESSIBLE STALLS
TOTAL ACCESSIBLE PARKING PROVIDED' 2 VAN AND 4 STD.ACCESSIBLE STA�LS
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CIVIL ENGINEERS&SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILqNG 22
SANTA CURA,CALIFORNIA 95054
P 408.727.66fi5 F i08.727.5641
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� NEW AC PAVEMENT.SECTION TO MATCH EXISTING
� NEW LANDSCAPE(GRASS)TO MATCH EXISTING.EXISTING IRRIGATION
SYSTEM SHALL BE RECONFIGURED TO NEW LANDSCAPE AREAS NEW
IRRIGATION MATERIALS SHALL MATCH EXISTING AND MEET APPLE
STANOARDS.
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Bubb 12
10450 8 10460 BUBB ROAD
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KIER$WRIGHT
CIVIL ENGINEERS 8 SURVEYORS,INC.
3350 SCOTT BOULEVARD.BUILDING 71
SANTA CLARA,CALIFORNIA 9505d
P 408.727.6865 F�08.727.5611
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1 20
0 10 z0 30
Scale 1' 10 ft
MATCHLINE SEE SHEEIf C.301
CONSTRUCTION KEYNOTES
1 CONSTRUCT KEYED VERTICAL CURB PER DTL 01/C 003
2 EXISTING CURB,WA�K,STRUCTURE TO REMAIN PROTECT IN PLACE
3 CONFORM TO EXISTING PAVEMENT PER DTL 03/C.003.CONTRACTOR SHALL ADJUST
CONFORM LINE AS REQUIRED TO ENSURE A SMOOTH TRANSITION FROM NEW
PAVEMENT TO EXISTING PAVEMENT.
4 INSTALUREPLACE CURB WITHIN EXISTING ASPHALT PER DTL 04/C.003
5. CONSTRUCT CONCRETE SIDEWALK PER DTL 05/C 003.
6 CONSTRUCT TRUNCATED DOMES IN CONCRETE PER DTLS O6/C OD3 8 08/C.003.
7 INSTALL WHEEL STOP PER DTL D7/C.003.
8. ELECTRIC VEHICLE CHARGING STATION SHALL BE DUAL UNIT CHARGEPOINT CT4021
BY COULOMB TECHNOLOGIES SEE ELECTRICAL PLANS FOR DETAII.S.
9 CONSTRUCT BUILDING RAMP RETAINING WALL PER DTL 09/C.003 AND RAILINGS PER
DTLS 21/C.004 8 27/C.005
10 NOT USED.
11 INSTALL ACCESSIBLE STALL SIGNAGE�N COMPLIANCE WITH DTL.11/C.003
CONTRACTOR MAY REUSE EXISTING SIGNAGE IF SIGNAGE IS COMPLIANT WITH
CURRENT CODES.
12 NOT USED
'13 CONSTRUCT RETAINING CURB PER DTL 13/C.003
14 PROVIDE INLEf PROTECTION PER DTL 741C 003
15 EXISTING BUILDING RAMP TO REMAIN REMOVE EXISTING RAILING AND REPLACE 1MTH
CODE COMPLIANT RAILINGS PER DTLS.21/C 004 3 27/C.005
16. REMOVE EXISTING BOLLARD
17 STRIPE PARKING STALLS PER DTL 17/C 004
18 INSTALL EIECTRIC VEHICLE SIGNAGE AND STRIPING PER DTL IB/C 004
19 STRIPE ACCESSIBLE STALLS PER DTL 19/C 004
20 INSTALL STAIR FWNDRAiL PER DTL.20/C 004.
21 DOWEL TO EXISTING CONCRETE PER DTL 26/C.005. �
22. PROVIDE TREE PROTECTION PER CITV STD.DTL.6-4 AS SHOWN ON SHEET C.005.
23 INSTALL BICK RACKS(3 UNITS-25 TOTAL SPACES,)PER CREATIVE PIPE,INC ,
THUNDERBOLT SERIES(MODELS T&5,T&9 8 TB-11�BIKE RACKS SHALL BE POWDER,
COATED AND SURFACE FLANGE MOUNTED �
24 INSTAIL BIKE LOCKERS(7 UNITS,-14 TOTAL SPACES)PER CREATIVE PIPE INC. �
MODEL CS2-C,POWDER COAT FINISH(GRAY OR COLOR TO SUIT NEEDS) '
VISIONS AND ISSUES
M�TIAL CfTV SUBI�T7Al
CtTVRESU81�1fTTAL ----
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NUMBER 14000-001
) MD DRAWN MD
04.08.15 SCALE AS SHOWN
NAME
IMPROVEMENT PLAN
NUMBER
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CONSTRUCTION KEYNOTES
1. CONSTRUCT KEYED VERTICAL CURB PER DTL 01/C 003
2 EXISTING CURB,WA�K,STRUCTURE TO REMAIN PROTECT IN PLACE
3 CONFORM TO EXISTING PAVEMENT PER DTL 03lC 003 CONTRACTOR SHALL ADJUST
CONFORM LINE AS RF_�UIRED TO ENSURE A SMOOTH TRANSITION FROM NEW
PAVEMENT TO EXISTING PAVEMENT
4 INSTALUREPLACE CURB WITHIN EXISTING ASPHALT PER DTL 041C.003
5 CONSTRUCT CONCRETE SIDEWALK PER DTL OS/C 003.
6 CONSTRUCT TRUNCATED DOMES IN CONCRETE PER DTLS O6/C 003 8 OBIC 003
7 INSTALL WHEEL STOP PER DTL 07lC.D03
8 ELECTRIC VEHICLE CHARGING STATION SHALL BE DUAL UNIT CHARGEPOINT CT4021
BY COULOMB TECHNOLOGIES SEE ELECTRICAL PLANS FOR DETAILS
9 CONSTRUCT BUILDING RAMP RETAINING WALL PER DTL 09lC 003 AND RAILINGS PER
DTLS 21lC.004&27/C 005
10 NOT USED
11 INSTALL ACCESSIBLE STALL SIGNAGE IN COMPLIANCE WITH DTL 11/C.003
CONTRACTOR MAY REUSE EXISTING SIGNAGE IF SIGNAGE IS COMPLIANT WITH
CURRENTCODES.
12 NOT USED
13 CONSTRUCT RETAINING CURB PER DTL 131C 003
14 PROVIDE INLET PROTECTION PER DT�14/C 003.
15 EXISTING BUILDING RAMP TO REMAIN REMOVE EXISTING RAILING AND REPLACE WITH
CODE COMPLIANT RAILINGS PER DTLS 21/C 004&27lC 005
16 REMOVE EXISTING BOLLARD.
17 STRIPE PARKING STALLS PER DTL 17/C.004
18 INSTALL ELECTRIC VEHICLE SIGNAGE AND STRIPING PER DTL 18/C 004
19 STRIPE ACCESSIBLE STALLS PER DTL 19IC.004
20. INSTALL STAIR HANDR,41L PER DTL 20/C.004
21 DOWEL TO EXISTING CONCRETE PER DTL 26IC 005 �
22 PROVIDE TREE PROTECTION PER CITY STD DTL 6-4 AS SHOWN ON SHEET C 005
23 INSTALL BICK RACKS(3 UNITS-25 TOTAL SPACES,)PER CREATIVE PIPE,INC
THUNDERBOLT SERIES(MODELS TB-5,TB-9 8 T&11)BIKE RACKS SHALL BE POWDER
COATED AND SURFACE FLANGE MOUNTED
24. INSTALL BIKE LOCKERS(7 UNITS,-14 TOTAL SPACES)PER CREATIVE PIPE INC
MODEL CS2-C,POWDER COAT FINISH(GRAY OR COLOR TO SUIT NEEDS.)
LEGEND
� NEW AC PAVEMENT SECTION TO MATCH EXISTING
� NEW LANDSCAPE(GRASS)TO MATCH EXISTING.EXISTING IRRIGATION
SYSTEM SHALL BE RECONFIGURED TO NEW LANDSCAPE AREAS NEW
IRRIGATION MATERIALS SHALL MATCH EXISTING AND MEET APPLE
STANDARDS.
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CIVIL ENGINEERS&SURVEYORS,INC.
3350 SCOTT BOULEVARD.BUILDING 22
$ANTA CLARA.CALIFORNIA 9505a
P 4DB.727.fi6fi5 F�08.727.56.17
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REVISIONS AND ISSUES
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DESIGNED MD DRAWN MD
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SHEET NUMBER
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EMERGfNCY FLUORESCENT FIXTURE,CONNECTED TO UNSWITCHED CIRCU11 �
FLUORESCENT STRIP LIGH1-SHOWN APPRO%IMATELV TC SCALE [�
INCANDESCENT OR HID FIXTURE U.O.N.WALL OR CEIUNG MOUNTED,D INDICATES FiXTURE ❑
?YPE`3`INDICATES CIRCUIT,"a"INDICATES SWITCH CONTRO� �
WALL WASHING FI%TURE E�����
LICNT TRACK AND FI%TURES O
EMERGENCY I.IGHT WITN BUILT-IN BATTERY M1D 2 LIGHT MEADS �
EXIT LIGHT-CEILING OR WALL MOUNTED. SHADED PREA(5)INICATES FACE(S). ARROW(S) �
INDICATES DIRECTION
LOW LEVEL ExIT LIGHi �
LIGHTING FIXTURE ME'A'. SEE LIGHTING FI7(7URE SCHEDULE O
SPS7 70GGLE WALL SWITCH-20A.120/27N,"a"INDICATES CONTROL O
DPST TOGGLF WALL SWITCH--20A.120/27N �
3-WAV 70GGLE WALL SWITCH-20A,120/277V �ip
4-WAV TOGCLE WALL SWITCH-20A,120/27N Q
SPDT MONENTARV CONIACT TOGGLE SWITCN-20A,120/277V O
MANUAL MOTOR STARTER WITN PILOT AND OVER LOAD PROTECTION FOR EACH PHASE. �
FLUSH AT FlNISHED AREAS AND SURFACE AT UNFINISHED AREAS.
SPST TOGGLE SWI7CH WIiH UGMTING HM1DLE-20A,120/277V m
SPST KEYED SWITCH WITH LIGHTING HANDLE-20A,120�277V ��
LOW VOLTAGE$WITCH
SENTRV SWI7CH
TIMER SWITCH
SHUNT TRIP PUSHBUTTON WITH MUSHROOM HEAD LABELED'EMERGENCY POWER OFF"
AND RED PILOT. PLATE TO BE ENCR4VE0 PER DETAILS AND/OR ENGINEER'S DiRECTION
ARCHITECTURAL WALL 80X DIMMER SWITCH
CEILING OR WALL MOUNTED OCCUPANCY SENSOR WITH DINMING.
LOW WLTAGE SWITCH WITH DIMMING.
POWER PACK
THERMOSTAT-:URNISHED,INSTALLED AND CONNECTED BY MECHANICAL CONTRACTOR
-OUTLEf AND CONDUIT 6V ELECTRICAL CONTRACTOR
JUNCTION 80X-CEILING OR WALL MOUNTED,SIZE TO CO�E,TAPE AND TAG WIRES.
PROVIDE FLEX ANO/OR RECEPTACIE IS REOUIRED TO CONNECT EOUIPMENT
SINGLE RECEPTACLE,20A,120V,GRD
RECEPTACLE,DUPLEX-75A,120V,GRD
RECEPTACLE,DOUBLE OUPLEX-(2)15A,120V,CRD
RECEPTACLE,DUPLE%-WITH ONE-HALF SWITCHED
RECEPTACLE,DUP�E%WITH CLASS"A'GFCI PROTECiION(CAUTION-HOUSING REOUIRES
SPECIAI INSTALLATION COORDINATION),WP:WEATHERPROOF TYPE
RECEPTACLE,20A,3-WIRE,I50'V
RECEPTACLE,30A,3-WIRE,250V
RECEPiACLE,50A,3-WIRE.250V
SPECIA�RECEPTACLE-52E AS NOTED ON DRAWING
TELEPHONE POWER POLE
PLUG-IN STRIP WITH 2OA,125V CROUNDED RECEPTACLES AT 78"O.C.
UNLESS NOTED O7HERWISE ON DRAWING
HORIZONTAL WIREMOLD
VERTICAL WIREMOLD
OVERHEAD CORD REEL WITH 30'OF REfRACTABLE 3/C'S0'CORD- SEE PUNS
FOR AODITIONAL REOUIREMENTS
DATA WALL OUTLET-PROVIDE RING WITH PULL WIRE UP TO ACCESSIBIE CEILING SPACE U.O.N.
TELEPHONE WALL OUTLET-PROVIDE RING WITH PULL WIRE UP 70 ACCESSIBLE CEILING
SPACE U.O.N.
TELEVISION WALL OUTLEf-DOUBLE GMiG BOX WITH SINCLE GWC RING AND TEtEPHONE PUTE.
PROVIDE RING WITH PULL WIRE UP TO ACCESSIBLE CEILING SPACE U.O.N.
FLUSN FLOOR RECEPTACLE-CARPEf PLATE WHERE REOUIRED
FLOOR FLUSH A10UNTED JUNCTION BOX-CARPEf PLATE WHERE REOUIRED.
TELEPHONE FLUSH FLOOR OUTLEf-CARPEf PUTE WHERE REOUIRE�. PROVIDE 3/4�C.0.
AND PULL WIRE FROM OUTIET UP TO ACCESSIBLE CEIUNG SPACE U.O.N.
DATA FLUSH FLOOR OU7LET-CARPEf PIATE WHERE REOUIRED. PROVIDE 3/4'C.O. PND
PULL WIRE FROM OUTLE�UP TO ACCESSIBLE CEILING SPACE U.O.N.
DATA/TELEPHONE WALL OUTLET-PRONDE RING WITH PULL WIRE UP TO ACCESSIBLE
CELIING SPACE U.O.N.
DATA/TELEPHONE FLOOR OUTLET-CARPET PLATE WHERE REOUIRED
COMBINATION FOURPLE%RECEPTACLE AND TELEPHONE FLOOR OUTLET
COMBINATION RECEPTACLE AND DATA POKE THRU-CARPE"f PLATE WHERE REOUIRED.
TIME SWITCH.
�L{rjj��\'I/��'j()'�� (USE AS APPLICABLE)
O AT KW KILOWATTS
A.IMPS NAPERES LV LOW VOITIGE
A.C. 19WE COUNTER LTC LIGHTMG
AF N/PERE FTLWE MCA YINIYUAI CIRCUIi NAPKIiY
A.F.F IBOVE FlNSH ROOR MCC YOTOR COMROL CENiQi
AL /�LUYINUN CONDUCTOR OR BUS MOCP WJ(WUM OVERCIAatEM PROIECTNIN
ARCH MCHIiECT �TD MOUNTED
AT MIPERE iWP MTG MOUNTING
AT5 NRqMTIC TRINSFER SM7TCH MLO NNN LUG ONLI'
C CONDUIT N NEUTRAL
CKT CIRCUIT NEC NATIOWL EIfC.COOE
CAB CABINET NL NICHT L1CHT
CB CIRCUIi BREAKER NIC NOT N CONIRIGT
CO COItlUR ONLY(EMPIY CON�UIn NtTM PULL WIRE NTS NOT TO SGLE
CU COPPEA CONDULTOR OR BUS OLCP OUfD00R IKHTING CONIROL PN{1
D OEDIGiEO pHCtN7 O.C. ON CENiER
ON DOWN 0 PHASE
OPST pOUBIE PoLE SINCLE TNROYM p POLE
DIA DIAMETER P.A PUBUC�DORE55 5151E4
EMT ElEC1iAC NEfIiLUC IUBNG PB PULL BO%
EWC ELECIHIC WATER COOL£R PNL PANEL
EM EAIERCENCY Rl REMOVE MO RELOGTE
(E) E%ISTING RR RELOCAlEO
E.O.L END-OF-LNE DEVICE RS RAWD SiART
f FUSE REC RECEPTACLE
FS RON'SMITCH RM ROOAI
F.A FlRE NARM SPST SINCI£POIf SINGIf TMROWN
FACP FlpE IIANN CON(ROL P/NEL S.L. SECUPoIY LIGH1,ON/OFF BY
F.B.O FURMSHED 8�'OTMERS/FUR1NSXm BY OWNER pH0T0-EIECiRIC CEIl
FU FULL LOAD MIP SW SWITCH
G GREEN GROINID WIRE TS TMIPER SWIfCH
CND GROUND TEL TELEPHONE
CFI GROUNO FNJLi IMfRRUP7ER Typ ryp��
HID MCH NIENSIIY qSCHIf2CE TTg TELEpHONE LERNINII BOMD
HP HORSEPOWER TTC iEIEPHONE iERAl11UL GBINEi
HPS fMp1 PRESSURE SOOIUM(LNAP) U.C. 11NDER COUNTER
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WP
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PHOTOCELL
CLOCK HANGER RECEPTACLE
SPEAKER-CEILING OR WALL MOUNTED
BU2ZER
CHIME
DOOR HOLDER
CARD READER
END-OF-LINE DEVICE AT THE LA57 F.A DEVICE IN 1HE CIRCUIT
FIRE ALARM MANUAL PUL�STATION At+48'AF.F.
FIRE M.MM MORN AND STROBE LIGH7 AT+BO"A.F.F.
FIRE ALARM STROBE UGHT-AT+80"AFF.
BELL-CEILING OR WALL YOUNTED
HORN-CEILING OR WALL AIOUNTED. SINGLE OR DOUBLE PROTECTI�N
SMOKE DETECTOR
NR DUCT MOUNTED SMOKE DEfECTOR.SUPPLIED AND INSTALLED BV
DIVISION 15,WIRING BY DiVIS10N 16
FIRE SMOKE DAMPER
SPRINKLER RISER FLOW SWITCH
SPRINKLER RISER TPIAPER SWITCN
POST INDICATOR VALVE
fIRE ALMM CONTROL PANEL
TERMINAL CABINE7-SURFACE OR FLUSH MOUNTED WI7H VARNISHED
PL7WOOD BACKBOARD
PANELBOARD-SURFACE OR FLUSM MOUNTFD
PUSH BUTTON
START/STOP PIISHBUTTON STATION WITM PILOT LIGHT-FLUSH IN
FINISHED AREAS,SURFACE IN UNFINISHED ARElS
DISCONNECT SWRCH-MOTOR RATED,FURNISHED AND INSTALLED BV
ELECTRICAL CONTRACTOR UNLESS OTNERWISE NOTED.
'F`iNDiCATES SWITCHES TO BE FURNiSMED WITM DUAL EIEMENT FUSES SiZED
ACCORDING TO NAMEPIATE 0.4TA ON EOUIPMENT INSTALLED.
'N'P'INDICATED WEA7HERPROOf.
MAGNETIC MOTOR STARTER FURNISHED,INSTALLED PNU CONNECTED BY
ELEGTRICAL CONTRACTOR UNLESS OTHERWISE NOTEO
NOTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR PND
CONNECTED BY ELECiRICAL CONTRACTOR
CONDUIT- CONCEALED IN CEILING OR WALL.WITN(�)N12 h(I)N12G
WSM MARKS INDICAiE NUMBER PHASE(SHORT)AND NEUTRAL(LONG)WIRES.
CONDUIT-UNDERGROUND OR IN/BELOW FLOOR:3/4'WITM S2)�12 B 1/12G
WIRES U.O.N. HASH AIARKS INDIGTE NUMBER OF WIRES. �10 INDIGTES
WIRE 512E. S12E CONOUIT PER N.E.C.U.O.N.
� ISOLATED GROUND WIRE
�— GROl1ND WiRE WiRE,GREEN MSULATION. SRE PER NEC U.O.N.
m6tl'6E"61 FLEX CONDUIT WITH CONNECTION
�� CONDUIT-HOME RUN TO PPNEL,TERMINAL CABINEf,ETC.:H/SM MMKS
/'��� INDICATE NUMBER OF WIRES. �J10'INDICATES WIRE SIZE,SIZE CONDUIi
PER NEC U.O.N. PROVIDE J-BOX(ES)/SPLICE BOXES AS REOUIRED.
UP
—�
—�
CONDUIT-STUB-UP OR DOWN AS NOTED
DN
—E— EAIERCENCY S7STEM CONDUiT
—LV— LOW VOITAGE CABLE
ritr�� ELECTRO-CONNECT TPNDEM FIXTURE INTER-TIE BETWEEN MASTER-SUVE
LJ LJ UGHTING FI%TURE
❑R REU1Y
]( GROUND ROD. 3/4'DIA.•10'L COPPER CLAD
CB CIRCUIT BREAI(ER IN NEMA 1 ENCLOSURE,WPLL MDUNTE�,U.O.N.
�A�3P CIRCUfT BREAKER(A�AAIPACITY,P:No.OF POLE)
TQ� TRANSFORMER
Q,a� SERVICE NEfERING DEViCE
4'a'
�� CROUND FAULT INTERRUPTING RELAv
� GROUND
i�3 FEEDER SRE SEE FEEDER SCHEDULE
�Z� DENOTES ROOA1 NUMBER'173'-SEE SCHEDULE i'OR ROOM NM1E
OI SHEET NOTE pl -SEE ASSOCIATED NOTE ON S/�ME SHEET
Q REVISION%1-SEE lSSOCIATED REVISION NOTE
eREFERENCE TO PLqN/DETAIL/DiAGRM�{�i ON SHEEf E-3
�a �E%ISTING TO REMAIN
� �EXISTING TO BE REMOL£D
� 1viRELESS SvSTEM ACCE55 POIM WITH(1)GT 6 CABLE
Qi WALL MOUNTED POWER FURNITURE FEED
GE\rP.�I. \OTI:�
Ot. ALL RECEPlACLES PRE INSTALLED AT LEAST+75"A.F.F.AS PER 2073 CEC.
G2 ELECTRICAL SYNTCHES AND THERAIOSiATS IN ACCESSIBLE ARElS SHALL BE INSTALLED
BETWEEN 36�AND 46"ABOVE THE FLOOR.VERIFY MOUNTING HEIGHT WITH ARCHITECT.
Gl ALL EOUIPIJENT SHALL BE UL LISTED OR TESTED BY A NA710NALLV RECOGN12ED TES7ING
LABORATORV AND PROPERLV LABELED AS PER 2013 CEC.
W. ALL ELECTRICAL PENETRATIONS OF FIRE RATED WALLS M!D FIRE RATED CEILING/FLOOR
SHALL BE FlRE SEALED/S PER 201}CBC.
GS. ALL WIRING IN RETURN AIR PLENUM SW�LL BE APPROVED FOR PLENUM USE.
G6. ALL WORK SHALL BE COMPLIED WITH 2O13 CEC.
07. FIRE ALARM SYSTEM SHALL 8E DEfERREO SUBMITTAI.
66. E%TERIOR LIGHTS ANO PARKING�OT LIGHTS ARE EXISTING.
H:LF.CT}ll(';1L llI:.A1Y1�(. I'�llh:?�
SHEET MO. 1TfLE
E1.1 SYMBOL LIST&LEGEND
E13 TITLE 24(POWER)
ES.t SITE EVC POWER PUN
E5.1 SINGLE L�NE DIAGRAM
E&1 PANEL SCHEDULES
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ARCHITECT:
PROJECTINFO:
APPLE INC.
BUBB�Z
1d/80 BUBB ROAD
CUPERTINO
CA,83014
cueNT:
HAYES GROUP ARCHITECTS.INC
2857 SPRING STREET
REDWOODCITY,CA HW89
P:850.�65.0600
F:850.J85.0670
www.thehayesyroup.eom
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NO. DESCRIPTION: DATE:
1. ISSUED FOR PERMIT 04.06.2015
``�ctaic,�ca
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L're�ue No.
* 316133 *
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�i:01-]I-7016
�aECr No:,a2o.00
SCALE:AS NOTED
DRAWN BY:
REVIEWED BY:
APPROVED BY:
SYMBOL LIST,
LEGEND 8�
DRAWING INDEX
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STATE 0�CALIFORNIA
�:lectrical Power Distribution
CEC-NRCC-ElC-07-E(REYISED 06/14) CALIFORNIA ENERCY COMMISSION
CERIIFICATE OF CONPLIANCE NRCC-ELC-Oi-E
Electricol Power Distribution Pa e 1 of 9)�
Project Name:�1PPLE INC.BUBB 12 Dale Prepared:03-25-2015�
Project Address� Cl�mote Zone�. ConEitioned Floor Areo�
10460 BUBB ROA� 28587 SOFT
CUPERTINO,CA 95014 4
Uncandit�oned Floor Areo�
General Inlamolion I II
Buildi T ❑NonresiAential ❑H h Rise Residentiol ❑Motel Motel
❑$chools ❑Relocatable PuN�c Schools�Cond�troned S oces ❑UncarM�Goned ces
Phose of Construct�on: ❑New Construct�on o AEdit�ion �/Jterat�on
I)OCL'MF.NT AL'THOR'S DECL.4R.4TI0�ST.4TF.MFNT
1. I artify thot this certificate oi Compliance tlacumentation is accurMe ona comple[e.
p���;a,��rye�: HENG LIEW Daumentalim Putlror Sgnoture�.
Company.REDWOOD ELECTRIC GROUP S�qnatu�e Date�03-25-2015
AdGrress:2775 NORTHWESTERN PARKWAY CEA/FIQtS Certi(icd'wn Identilication(i1 oFp�cade�:
City/Stote/Zip:SANTA CLARA,CA 95051 Phone: (408)450-4800
RESPONSIBLE PERSO!�"S DF.CLAR.4TIOti ST.4TEMENT
i cetify the fdiowing imGer ptralty of perjury.uMer Ihe lows of Me SWte ol Cditomia�.
I. The inlmMion prp�d[d m tAa Ceti&zk d Canpface a true m0 wnat.
2 i an tlgale uMer Diaim 3 0l tle 9ei�md Rdmurs Cok m arcq�repororiiry fw the hilti^9�9^«9Y%�^�9^�dntilid
�n���d������
3 lAe eivm tmlues ad P+�a^w^u speeltnlortt,moterwk.mnpments.ad maxdoclurtd h�cn fa the dJM5�T Q T�a^�9^
deli'al m Mis G1til'de of Canpfoee wdvm to Ihe requirdnai�al TA�7l.Pa�1 aM Pal 6 d tlie Caifano Cade d ReqWOtiac.
l. The ddFnq Eesgn kolures a snten Eeiyi(cetves iAaA7'sE m lh'a CeAifirote ol Conipipice are mmelail�lA tlie inlamdion poriEM an
e!
aMe�pi�le rm�qur<eaanents..aaen:,ca�nYUOa.a�ad�nirimums.dmtea m ne aascemen oqrx.y ra npporoi wtn
,��_
5. I d e�is�e M�ol a conplded sgned capY d Iha CalifKOle ol Campfarce!al k motle arolaEk.M tlie hitln9 RmN(s)bwed ra tlr
widiq,ma moae malode lo nie eioraennl aqray�a a�app4caue.qeavs.�unanlma ue�o mnpkled�gned mp7 d n�
caE&ate d ca�l.¢e rs rtpirta m x iiauEea.tn the ercun,nnhor�nk wue prv�;an�o nK wiang owie ot«cym.y
pr+n
Donmicitation Puthor Nome:CHARLES NGUVEN Docummlal�m Puthor 5groture�.
Company: REDWOOD ELECTRIC GROUP Date S�gned: OJ-25-2015
Addmess: 2775 NORTHWESTERN PARKWAY License: C10-3184J3
Citv/State/Zio:SANTA CLARA,CA 95057 Phone: (40B)450-4800
G Buildirg Enagy Efficimcy Stondords-2013 Nonresident�ol Complionce June 2014 I
STATE OF CPLIFORNIA
Electrical Power Distribution
CEC-NRCC-ElC-01-E(REVISED O6/14) CALIFORNIA ENERGY COMNISSION �
CERTIFlGTE OF CONPLIANCE NRCC-ELC-Ot-E �
Electrical Porv Distribulion Po e 5 of 9
Pro'ect Name:PPPLE INC.BUBB 12 Date Pre ared:03-25-2015 I
B.Diseggrtgue oC Ekcvicel Ci`cui�s�contwu d)
Tabk 130.5-8-Mi!VIAIUNI R�QUIRI'.A1EhT5}OR StiP.1RATlOIr OI'ELECTRIC.4L L0.1D
Tode 1J0.5-B aets the yper Iinit an hor mmy IooA(s)ot eod�type cnn be wpplieE Ey eacA Ixder.A lee0er moy nat
xyply laods ol mae Nan one lype unkss the xrviu is rotM al 50 WA or kss.for m�ona,on lhe fAth ro.d the
lade,me fe�der on a serMCe>50 kYA cadE he uaed lo sipph oN t�e phq koES on o floor of a builOiiq,pro�+Erd Mat
fhere we no aeas in Mith mae thun 15 kV�of plug lopd is LypF[d lo o ryate Ips Ihon SODflsf.
Servicea nted nwre Sm'i � ted more
�hnn tlun Sen�ices ra�ed�nore
Serv�ces ticd 50 kVA aml lean than 50 kVA and les�than �han
��T� 50 kVA w less �1 io�'S0 k�'A wl ro I�000 kVA IIMNI kV.4
uqnnriq:�cluenq eril md ras Ni �M t�g°tny N�Lym"'y
G�ti^9 and edera�lighimy no�r�„�ee �'" a:oqq�e�aa oy uoo�,e9oyy«qa�a q noa.
rype a aea rype a arm
lIMIC�s and oaiqa�e�ts�rLMn9 �N HVIC m oggregote NI MML in oggregole
cl�les bs.A�atrs.��ma�.v� No�keyw�ea Ni�nAC in aqqreqate ma eocn m�rc waa ma can Nv�c iaoe
�'��Of'°d°�0° roted ot kmt 50 4VA rded al kasl 50 WA
puR m�a1N�lA ffY1C
o����.�,�
punp.and iddea Na Rd�uired JJi tnoes n oqqrcqote IJI lom�i�aggrcqole N��ood�n a�greqat�
ANam aN m�ainls
NI plug lood ��� NI plug lootl
eeporated hy flar. syaMM Cy floor,
Pluq laod intludng�pYanca � pkq lo�uce�Pny type a aea Group M tpe a area Craq d
mtM kn tlan 25 kVA R`aiied zs�w m�c�ea a�waes e.�«a:y pwq ioods e.caa+�q
���a�� 25 WA camMed 25 INA cmrected
thon 5000 sf lootl in an deo kss WoC o an area le�
Unn 5000 sl Mon 5000 xl
Eie�aa.escaatrns.mm+ng r^Ars� �at kequirea AN tmes m aqqrcqme N��ooes in aqq�eqate N��aoas in oggregol�
and transit systems
�����° Not Required IU Eorn Each
appfaKes mkd 25 A1M a 9�eote
YiSeVid and mrnnedal kaE[alas
t5 IhM a gede iiMudiq tlieatnW Not Req�nd IM Eoch Eah
IighYg FuNatue ad camnntid
Yihlwris
����� EacA grap Eacli group Eac�giap Eacn group
(M a btd)
��aoi1ed"�' r�r�,�rea ui baas��oqgrcqm�w mas�n ogqegace NI loo0.s m aqgregme
���
Chvgng sldian ta dechic wHdes o99�ate u�baA:in aggregote IJI tooAS in ogyegate N�baEs m oggregote
G Building Energy Efficimcy StandarCS-2013 NonresideMia�Comqiance June 2014
STATE Of CpLIFORNIA
Electrical Power Disvibution
CEC-NRCC-ELC-01-E(REVISED 06/14) G1LI�ORNIA ENERGY COYMISSION
CERTIFIGTE OF COMPLIPNCE NRCC-ELC-01-E
Electrical Power Distribulim Pa e 9 oT 9
Pro'ect Name:APPLE INC.BUBB 12 Dote Pr ared:03-25-2015
�.Ci�cuil Cmrtals fw 121LVOlt Raryucles
d co�cro�ied i2a�wc r����u x ae�e�e,o:.��.�e�y s��i�a.s(a)�m�sw�aore5.
dM apen olfice oreos,canlroNed circuit receplacks ae not�equirM il.M lime ot linol permit,�aMa4ons ae eeWktl,
a�d[ah uorWtolion is�9uGRd wN on occWOnl xming control Ihot a pcmanmlly mamleE in each�akstation.
and�hidi canhds a hord�ired.namesden�iol-rated parer�trip.Rug-in s[nps and atha phg-in dehca thal ircorporde
an ocqponl serisor sAall rot he useE fa Mis aapfpn.
�Reaptades that ae only fa fhe Idlowng p�rpmes we ermpt:
-Raeylaks specificdly lar rdignators mE rote dispensers�n KicMrttta.
-RKlp�CkS bCOIM 0 rtMIR111Yfi Oi SII�tl�UOOY!i1K n00�(Ml Oft l�ILGi(K�IOf Cbtl6.
-Receptaks far nel+ork copins,lo�mochnes,A/Y ad data equpmmt other Man persaol corrputers in toq rooms.
t�a
��
Pa�. FaJ
I.M kon one canlroMed receptock is iWa4d�tM1in 6 fM d eah unconholkE raeplacks,
or eplit-�red d�plew receplacks ere�sldkd,Inat nme m coMrdka and one uncantrdkd raeptoCe.
This opp4es in oll of the IoWO�ing�poas�
- Prirote d(Ka.ape^olfice areas O ❑
- Rxeptbns mC Lobbies
- Canfermce rooms
- IGChennetta in dfice spaces
- Cupy�oarn
2.Ekctric dmiits sming cmtrolled raeptaks are epdpped wth automotic sMd-OFF contrds
rowo.;�y�n��.y�:�.�cs aex�roed�s��tw.i(�)�m�wyn s(��y��nds.ai�
Vat Ue rcceplaln ae cmriMeO to the mme autamaG'c elwt-OFT system os Ne general Aghting o ❑
ol Ihe qfpce)
7.Canlydled reccplales shdl M�e u permonmt morking lo ditfermlqle Mem(ram uncmtrdkd raep�ocka o ❑
!.Fin apen dfice areas,caitrdkd acuits slnll 6e proMM ond moMed lo s�ppM knlatlation and
cadyinalion m olfKe ruml�ve wm�«ept«ia na�cmipy«tn aat;on iw.�(a).�70.5(a)1,2.and a. � �
5.Fa halel ond mdN gunl,om�e o���oM-ndi oi cn�i2o-.ac ncep�ac�«��n q�+�on
canvwea.«.�pades nw�ampy wm secwn�.w.5(a)t.2,and J(see numeers t.J,aa J aeae).
Ekdn�c ciia�ls xrvirg cmhdM receptacks hare captne cad key contrds,acuparcY xneing<mUds. a o
a automatK caMbs wcA tMt.ro laqe�Man 70 minutes aNer the guzl�om�hes been vucahd.
po�er is swtMeG off.
6.�luq-n slrqs ad other plu9-in Uehca ttnl incorporote an acupant xrua ae not uxd to canpy o ❑
�ifh mY M Nese rcMwcmmts.
CA Building Enngy Ef(icimcy Slandards-2013 Nanresidmtiol Compl��oMe June 201♦
STATE OF CALI�ORNIA
Electrical Power Distribution
CEC-NRCC-ELC-OI-E(REVISED 06/14) Cp11FORNIA ENERGV COMMISSION
CERTIFICATE OF COMPLUNCE NRCC-ELC-OI-E
Ekctricol Pore�D��strieution Pa e 2 of 9
Proect Name APPLE INC.BUBB 12 Date Pr red�.03-25-2015
A.F.IMncal Serv�ct Mnenng
dEach newly InslalleE Nectrical senitt(In Colh e.isting unG neNy constructed buildinga)is reQuired to De
mekred,os set out in Tade 130.5-A,Mhrcn is reproCuced belor.
dFill out o seporate line lor each electricol senice thal is connecled to Me Duildmg.
Ekctnol5en�iceSchrdWe F.Imriol MaenngCapbiL�ea Fitld
SrnrteRring (chrekalliWiucPmcml Impenor
A Ii C � F F G
EE` �<'_`. _
Desgnation/Laat��on =�E - s =
kVR �9�' '�'F ux
�n hu�lding/descript�on o - °$ a "
�=3 i u � �
- � d d � ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ o ❑ ❑ ❑
❑ ❑ ❑ a o ❑
❑ ❑ ❑ ❑ o ❑
❑ o ❑ ❑ o ❑
0 0 0 0 0 0
0 0 0 o a o
0 0 0 0 0 0
❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ D O ❑ ❑
0 0 0 0 0 0
7 eDlc 130.5-A-MINIMUM REQUlRFA1ENTS FOR METFRING OF ELECfRICAL LOAD
Mae than W k\'A Alwe tlun 250 r�'A $nvkn nmd
MeterRaling(kVAI SOYVqnrla� +�dk+sduna anGlasth+nor mretlun
mualm?SOkVA �uIb1000kVA IOOOkVA
Instonloneous(at the � �:��. .� :. �:... ,� ....
time kW demonE) " � ��
H'rslwical peok demand��...Not RequireE Not�ReQuircO lhquirM� WQuiIMA ..
(kW) ._::. �
Raettoble(k1M) . Wqwrd� iMgarM ... �utpd�:��. �1!� ::...
kNF per rate penod � Not Required Nol ReQU�rM ��Nat Repuired lip�Fed "��
CA BuiWing Enrgy E(firiency StanAONs-2013 Honresidmtio�Complionce June 2014
STATE OF GWFORNIA
Elecvical Power Disvibution
CEC-NRCC-ELC-01-E(REVISED 06/14) CµIFORNU ENERGY COMMISSION
CERTIFIGTE OF COLIPLUNCE NRCC-ELC-OI-E
Ekdrical PoMer Drshibution Po e 6 of 9
Pro'ect Nome:APPLE INC.BUBB 12 Dote Pr red:03-25-4015
d Ntadi vdtoge bap.aMShM ta tltis lam
�FiNtl impecta Ms disuetion to appove t12�h:Me todes s�an�tlo�in Mis xctian ae ad�ay m�ly
�Feeder coMudors arM hwch circuts Ifat are dedicoled W emagercy xrnca ae aempt Irom tlen req�nrdnents
d To cakWate Orancn circuit IengM.the app�oiinote cmtroiE ai the load mq 6e uxE if Ine atluoi canEucl«lengtn is rot
4110�11.
d Mim cdcuWing Maxh dw�t kodc,receptack boAS mq be deratM uiing a load fata d 75S
d M oMeory tade of trpirnl po.er toctors e s�o`n Gela�
�Mnsay tades of Iypical mo}wnum feedn entl brunch Crccut knqths OR rio�n m the fdb.irg poge.Tades Osaume I.O
po�er locta ad lhal lhe c'ucuit currait is 80X of tht rAed Mue.
Fxders.Fttdn condunon shall be siad fw a masmmm�duge drop of:p�n�en a des�pn lo�ds
Bnoc6 Cucw�.Bmch cu�vii caiducnrs sMll 6c+ucd fur a(maim�roliagc drop of 7 pava7x ai mign lud
FKW
i�
STATE Of CA�IFORNIA
Electrical Power Distribution
CEC-NRCC-ELC-01-E(REVISED O6/14) CALIFORNIA ENERCY COMMISSION
CERTIFlCATE Of COAIPLWJCE NRCC-ELC-Ot-E
Ekctricoi Po.e�D�str�but�on Pa e 3 of 9
Pro�ect Name:APPLE INC.BUBB 12 Dote Pr ared�.03-25-2015
B Di,uygre�re�iun of F.laniul Cireurt
d Each rie�ly�netolkd�M;tchboard,poni'I,ond monitor cmtrd centa(in hot�eviet'�ry anA newy const�ucted
buiWings)is rcquireC to be Aisaggregoted occorEing lo the reQuiremenis of ToDk 1jp.5-B,shown an
the next poqe.
I�f Ind�mdual brunch c�rcuits,tops m Eiscannects tMt repwre orercurrent Diatectan dev�ces rateE 6M or I
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REDN100D CITY,CA 86063
P:850.585.0600
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www.thehayesgroup.cam
PROJECTINFO:
APPLE INC.
B�BB�2
10180 BUBB ROAD
CUPERTINO
CA,95071
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TITLE 24(POWER)
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HAYES GROUP ARCHITECTS,INC
2857 SPRING 3TREET
REDWOOD CITY,CA 9�083
P:BSO.S85.0800
F:650.765.0670
www.thehayesqroup.eom
PROJECTINFO:
APPLE INC.
BUBB 12
10480 BUBB ROAD
CUPERTINO
CA,83014
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