DIR-2015-12b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014(408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
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From: Gary Chao, Assistant Director of Community Development ,�.�''��
Prepared by: Erick Serrano, Assistant Planner �
Date: June 17,2015
Subject: Director's Minor Modification, DIR-2015-12, to allow site work at an existing office building
to include an accessible path of travel, re-striping of parking stalls, tree removals and site
lighting for a new onsite sidewalk.
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 site
modifications to an existing office building located at the above referenced address. The project
includes the following changes:
• New accessible path of travel that includes a new four (4) foot wide sidewalk and pedestrian
lighting
• Re-striping of parking stall resulting in two (2) additional parking stalls that includes new
sixteen(16) foot landscape planter strips in the parking lot consistent with parking regulations
• Other landscape improvements
• Removal of five protected trees consistent with TR-2015-12
ACTION
The Director of Community Development deems the modification minor and approves the project with
the following conditions of approval:
1. APPROVED EXHIBITS
Approval is based on exhibits entitled: "Apple,De Anza OS" prepared by Kier &Wright, dated May
04 2015, consisting of fourteen sheets labeled C-001, C-002, C-003, C-004, C-005, C-006, L1.0, L1.1,
L2.0, L2.1, L3.0, L3.1, L4.0, and E-2.1.
DIR-2015-12
10725 De Anza Blvd. Page 2
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 proposed project.
4. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file number TR-2015-12 shall be applicable to this approval.
5. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal
per sections 14.15.040 A,B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of
landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15),
Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and
approved to the satisfaction of the Director of Community Development prior to issuance of
building permits.
6. LANDSCAPE INSTALLATION REPORT
The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter
14.15). A landscape installation audit shall be conducted by a certified landscape professional after
the landscaping and irrigation system have been installed. The findings of the assessment shall be
consolidated into a landscape installation report.
The landscape installation report shall include, but is not limited to: inspection to confirm that the
landscaping and irrigation system are installed as specified in the landscape and irrigation design
plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that
causes overland flow, and preparation of an irrigation schedule.
The landscape installation report shall include the following statement: "The landscape and
irrigation system have been installed as specified in the landscape and irrigation design plan and
complies with the criteria of the ordinance and the permit."
7. LANDSCAPE AND IRRIGATION MAINTENANCE
Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established
and submitted to the Director of Community Development or his/her designee, either with the
landscape application package, with the landscape installation report, or any time before the
landscape installation report is submitted.
a) Schedules should take into account water requirements for the plant establishment period and
water requirements for established landscapes.
DIR-2015-12
10725 De Anza Blvd. Page 3
b) Maintenance shall include,but not be limited to the following: routine inspection;pressure
testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas;
replenishing mulch;fertilizing;pruning; replanting of failed plants;weeding;pest control; and
removing obstructions to emission devices.
c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-
adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either
be replaced or be revived through appropriate adjustments in water,nutrients, pest control or other
factors as recommended by a landscaping professional.
8. SOIL ANALYSIS REPORT
A soils analysis report shall document the various characteristics of the soil(e.g. texture, infiltration
rate, pH, soluble salt content,percent organic matter, etc) and provide recommendations for
amendments as appropriate to optimize the productivity and water efficiency of the soil.
The soil analysis report shall be made available to the professionals preparing the landscape and
irrigation design plans in a timely manner either before or during the design process. A copy of the
soils analysis report shall be submitted to the Director of Community Development as part of the
landscape documentation package.
9. 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.
10. ACCURACY OF PROTECT 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.
11. 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.
12. 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
DIR-2015-12
10725 De Anza Blvd. Page 4
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.
This approval of the modification is effective June 17, 2015. The fourteen calendar day appeal period
will expire on july 1, 2015.
Enclosure:
Plan set
Trash Enclosure Replacement Letters
G:\Planning\PDREPORT\DlRreports\2015\DIR-2015-12.doc
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Arbo'r ell.
March 27,2015 E7,��;���4��.t,�,�F��,���n,��e,���"�:,-.�
Poor: Significant deficiencies noted in health and/or structure, some irreversible,and may include hazardous
condition signs and symptoms observed requiring corrective action. Two(2)individuals were identified as in
poor condition and require removal:
Tree#2:this specimen has multiple converging branches at a weakly attached point. The individual
also exhibits an unbalanced crown of the parking area,a bowed trunk,and stunted growth.
Tree#4:this leaning individual has converging branches at a weakly attached point.
We recognize that the trees are considered Protected Tree and require a tree removal permit prior to their
removal pursuant to Section 14.18.035 Paragraph C of the City of Cupertino's Municipal Code. We
respectfully ask for your permission to remove the trees to install the proposed improvements.
The trees will require replacement, selected to ensure optimal structure, health, and no girdling roots. The
selected trees should be trained from an early age as needed to optimize branching structure, extending the
aesthetically and structurally sound lifespan of the tree. Five(5)36-inch box trees are required as replacement
for the five(5)proposed removals pursuant to Section 14.18.185C of the City of Cupertino's Municipal Code.
Please review this information and contact me with any questions or concerns regarding the information
provided in this letter.
Sincerely,
�—�
C�
Samuel Oakley
Certified Arborist,WE-9474A
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SITE ACCESSIBILITY NOTES
1 ALL SITE WORK SHALL BE IN CONFORMANCE WITH T1TLE 24 OF TFIE CALIFORNIA AOMIMSTRATIVE CODE,TFIE AMERICANS W1TH
pSAB�LITIES ACT ACCESSIBILITV GUIDELINES(ADAAG).TFIE 2070 CALIFORNIA BUILpNG COOE AND ANV LOCAL OR STATE
ANENDb1ENT5 THEREOF
2. ALL PEDESTRIAN SURFACES SHALL BE STABIE,FIRM,AND SLIP RESISTAM SURFACES NATH A SLOPE OF LESS THAN 6%SLOPE
SW1LL BE AT LEAST AS SLIP-RESISTAM AS THAT DESCPoBED AS A A�EqUM SALTED FIW SH SURFACES WITH GREATER TMAN A 6%
SLOPE SHALL BE Sl1P RESISTANT
3 A LEVEL AREA IS DEFINED AS A SPEpFIED SURFACE TFIAT DOES NOT FiAVE A SLOPE IN ANV DIRECTION E7(CEEDING 1:50(2%SLOPE).
SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SW1LL BE T}�MINIMUM POSSIBLE AND SW1LL NOT EXCEED
1�50(216 SLOPE)IN ANY�IRECTION
WALKS AND SIDEWALKS-.
4. A WALK IS DEFINED AS A SURFACED PEOESTRIAN WAY NOT LOCATED CONTIGUWS TO A STREET USED BY THE PUBLIC.A SIDEWALK
IS DEFINED AS A SURFACED PE Y TI T V
DESTRIAN WA CON GWUS TO A STREE USED B THE PI�LIC
5. WALKS AND SIOEWALKS SW1LL41AVE A CRO55 SLOPE THAT DOES NOT EXCEED 1:50(2%SIOPE).TFIE SLOPE IN THE DIRECTI ON OF
TRAVEL SHALL BE LESS TNAN 7 20(5%SLOPE),UNLESS OTHERIMSE INpCATED AND SFWLL HAVE A CONTINUOUS COMMON SUF2FACE
NOT iNTERRUPTED BV STEPS OR BV ABRUPT CHANGES IN LEVEL EXCEEpNG 7/21NCH AND SFNLL BE A MINIMUM OF 481NCHE5 IN
VNDTH
6. WALKS SHAI.L BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 601NCIES BV 601NCFIES AT A DOOR OR GATE TI�WT SWINGS
TOWARD THE WALK,M1D NOT LESS THAN 48 INCFES NADE BV 441NCHE5 DEEP AT A DOOF2 OR GATE THAT SWINGS AWAV FROM TFIE
WALK.SUCH WALKS SHALL EXTENO 241NCHES TO THE SIDE OF TFIE STPoKE EDGE OF A DOOR OR GATE THAT SNANGS TOWARD Th�
WAIJC
CURB RAMPS:
7. A CURB R4MP IS DEFINED AS A SLOPING PEDESTRIAN WAY,INTENDED FOR PEDESTRIAN TRAFFIC,WNICH PROVIDES ACCESS
BETWEEN A WALK OR SIDEWALK AND A SURFACE LOGiED ABOVE OR BELOW AN ADJACENT CURB FACE,AS pFFERENTIATED FROM A
RAMP
8. CURB RAMPS SHALL BE A MI W MUM OF 4 FEET NADE V1ATH A SLOPE NOT EXCEEOING 1:12(8.33%SLOPE).TRANSITIONS FROM RAMPS
TO WALKS,GUTTERS OR STREETS SHALL BE FWSH AND Ff�E OF ABRUPT CHANGE.MA7(IMUM SLOPES OF AN A0.1qMNG GUTTER.
ROAD SURFACE IM�AEpATELV A0.IACENT TO TFIE CUftB RAMP,OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20(5%SLOPE)NATFpN 4
FEET OF THE TOP APD 80TTOM OF THE CURB RAMP.TFff SLOPE OF TFIE FANJED OR FLARED SIDES OF CURB RAMPS SHALL NOT
EXCEED 1'.10(10%SLOPE).
9. A LEVEL UrIDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL VIADTH TO PERMIT SAFE
EGRE55 FROM THE RAMP SURFACE,OR TFIE SLOPE OF THE FANNED OR FURED SIOES OF TF�CURB R4MP SHALL NOT EXCEED 7:12
(8.33%SLOPE).
10. TRANSITIONS FROM RAMPS AND LANpNG TO WALKS,GIfTTERS OR STREETS SFU1LL BE FLUSH AND FREE OF ABRUPT CHANGES.
11 MAXIMUM SLOPES OF AQIqNING GUTTERS,TFE ROAD SUFiFACE IM.IEpATELV ADJACENT TO THE CURB RAMP.OR ACCESSIBLE
ROUTES SHALL NOT EXCEED 5 PERCENT NATHN 4'-0'OF THE TOP AND BOTTOM OF THE CUFtB RAMP.
12. THE EDGE OF THE DETECTABLE WARNING SLIRFACE NEAREST TFIE STREET SHILLL BE BETWEEN B At�ID 8'FROM TF1E GUTTER
FLOVYLINE.
13. ACCESSIBLE R4MP5 SNALL HAVE A 17 VNDE BORDER WITH 1/4'GROOVES APPROXIMATELV 3IC O.C.,SEE GROOVING OETAIL.THE
SURFACE OF THE R4MP SHALL HAVE A TRANSVERSE BROOMED SUiFACE TEXTL1ftE ROUGHER THAN THE SURROU�DING SIDEWALK.
14. IF LOCATED ON A CURNE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL,BUT TFIE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0".
15. CURB RAMPS SW1LL W1VE A OETECTABLE WARrMNG SURFACE THAT EXTEN0.S THE FUIL VNDTH AFD MIN.DEPTH OF TFE RAMP.
DETECTABLE WARMNG SURFACES SW1LL CONFORM TO T}f DETAILS ON THIS PUN AND CALIFORMA BULDING CODE.qMEN510NS
AND PLACEMENT OF DOMES SFIALL COMPLY NATH CBC1127B.5,ITEM 7.CONTRACTOR SHOULD CONFIRM WITH BUILOING OFFIGAL
PRIOR TO CONSTRUCTION IF LOGL JUF215qCTON ACCEPTS 3-0'DEPTH IN LIEU OF FULL DEPTH PUCEMEM.
i6. UTILITY PULL BOl(E5,MANFIOLES,VAULTS AND ALL OTHER UTILITV FAGLITIES NATFtlN THE BOUNDARIES OF TFE CURB RAMP SHOULD
BE RELOCATED OR ADJUSTED TO GRADE BV PRIOR TO,OR IN COrL1UNCT10N WITH,CURB RAMP CONSTRUCTION.
RAMPS.
17. A RAMP IS DEFIPED AS A WALqNG SURFACE WMCH HAS A RUNMNG SLOPE GREATER TIiAN 1:20(5%SLOPE)INTENDED FOR
PEDESTPoAN TRAFFIC AND AS pFFERENTIATED FROM A CUFffi RAMP ANV ACCESSIBLE ROUTE OF TRAVEL SW1LL BE CONSIDERED A
RAMP IF ITS SLOPE IS GREATER T}WN 1:20(5%SLOPE).
78. RAMPS SFU1LL FNVE A MIMMUM CLEAR NADTi OF 4B INCHES,UNLESS RE�URED TO BE WIDER BY SOAAE OTFER PROVISION OF TFE
CODES IN EFFECT.THE MAXIMUM SLOPE OF A RAMP SFUILL BE 1:12(8.33%SLOPE).THE MAXIMUM RISE FOR ANY RUN SHALL BE 30
INCFIES.Tl-E CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50(216 SLOPE).
19. LEVEL RAMP UI�INGS SWLLL BE PROVIOED AT THE TOP AI�BOTTOM OF EACH RAMP.INTERMEDIATE UNDINGS SHALL BE
PROVIOED AT INTERVALS NOT EXCEE�ING 301NCHE5 OF VERTICAL RISE AND AT EACH CHANGE OF pRECT10N.UNqNGS ARE NOT
CIXJSIDERED IN OETERMNING THE MAXIMUM HORIZONTAL qSTANCE OF EACH RAMP.TOP LAI�AINGS SHALL BE NOT LESS THAN 60
INCFIES NAOE Af�SFiALL hWVE A LENGTH OF NOT LE55 TFU1N BO INCHES IN TFIE DIRECTION OF RAMP RUN.UNpNGS AT TFIE BOTTOM
OF RAMPS SFNLL FNVE A DIMENSION IN 7HE pRECT10N OF R4NP RUN OF NOT LESS T}7NN 72 INCFES
PUBLIC WORKS GENERAL NOTES
1. APPROVAL OF TFESE PLANS DOES NOT RELEASE TFE 01M�ER AI�O/OR CONTRACTOR OF TFE RESPONSI&UTV FOR T}E CORRECT10N5
OF MISTAKES,ERRORS.OR OMISSIONS CONTAINED T}iERE1N.IF DUPoNG THE COUF25E OF CONSTRUCTION IMPRWEMENTS,PUBIIC
INTEREST REQUIRES A MOqFICATION OF/OR A�EPARTURE FROM TNE GTV OF CUPERTINO SPEpFICATION OR TFESE IbPROVEI.�NT
PUNS,THE CITV ENGINEER SFNLL FNVE THE AUTIIOPoTY TO REQURE SUCH MOpFICATION OR DEPARTURE AND TO SPECIFV TFE
MANrER IN NMCH TFE SAME IS TO BE COMPLETED,AT THE SOLE EXPENSE OF TFE 01MJER APD/OR CONTRACTOR.
2. CONTACT PUBLIC VNORKS,(408)T77-3104,FOR INSPECTiON OF GRADING.STORM ORAINAGE,Af�PUBLIC IMPROVEI�ENTS.
3. ALL PUBLIC IMPROVENENTS MUST BE COMPLETED PRIOR TO OCCUPANCV.
4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSUPoNG TFE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONpT10N.
5. CONTRACTOR SHALL REVIEW GTV OETAIL 6-4 ON TREE PROTECTON PRIOR TO ACCOMPUSHING ANY WORK OR REMOVING M1V TREES.
6. UiILIZE BEST MANqGEMENT PRACTICES(BMP'S),AS RE�UIRED BY TFE STATE WATER RESOURCES CONTROL BOARD,FOR ANY
ncnvin,wwcr�asna+es sa�.
7. A WOFlIC SCHEDULE OF GRAOING A�D EROSION d SEdbENT CONTROL PLAN SWLLL BE PROVIDED TO TFE qTY ENpNEER BY AUGUST
15.NO FMLLSI�E GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND IIPRIL 15.
9. TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION.
10. ALL DOWN SPOUTS TO 8E RELEASED TO T}E GROUND SURFACE,DIRECTED AWAV FROM BUILDING FWI�AT10N5 AND pRECTED TO
UPDSCAPEDAREAS.
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KIER&WRIGHT STANDARD NOTES
1 7FIE ORGANIC MATERIAL COVEPoNG TF1E SITE SHALL BE STRIPPED AND STOCKPILED.THE STRIPPINGS SHALL BE USED TO
BACKFILL ALL UW0.SCAPE PUNTERS AND ROUCH GRADE MOIMD AREAS.AS SHONRJ ON UNDSCAPE DRAVMNGS,TO WITHIN
0.1'OF GRADES SHONRJ.EXCESS STRIPPINGS AND EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE BV THE
GRApNG CONTRACTOR.
2. AQIUSTMENTS TO BULDING PAD ELEVATIONS OR PARKING LOT GRADES TO AChMEVE EARTFNVORK&4UNCE SHAII BE MADE
ONLV NATH APPROVAL OF ThE ENGINEER
3. COMPACTION TO BE DETERMIPED USING ASTM D1557-UTEST EDITON.
4. TFIE TVPES,LOCATIONS,SIZES AN�IOR OEPTHS OF EXISTING IXJDERGROUND UTIUTIES AS SHONRJ ON THE IMPROVEMENT
PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIA&IITY.THE.CONTRACTOR IS GUTIONEO THAT ONLY ACTWL
EXCAVATION VNLL REVEAL THE TVPES,EXTENT,SIZES,LOCATIONS AND DEPTHS OF SUCH UNDERGROUFD UT1LI71ES.(A
REASONABLE EFFORT FIAS BEEN MADE TO LOCATE AND DELIf�EATE ALL KNOWN UNDERGROUND UTILITIES.)HOWEVER,ThIE
ENGIPEER CAN ASSUME NO RESPONSI&l1N FOR TF�COMPLETENE55 OR ACCURACV OF T}iE DELINEATON OF SUCH
UNDERGROUND UTILITIES VN-IICH MAV BE ENCWNTERED,BUT 1M11CH ARE NOT SHONM ON TFiESE ORANANGS
5 CIXJTRACTOR TO VERIFY ALL EXISTING INVERT ELEVAT10N5 FOR STOFM DRAIN AND SA�NTARV SEWER CONSTRUCTION PRIOR
TO ANV SITE WORK.ALL WORK FOR STORM AND SAMTARV INSTALLATION SHAIL BEGIN AT THE DOVMISTREAM CONNEC?lON
POIM.TFpS V1ALL ALLOW FOR ANV NECESSARV A0.IUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF TFIE ENTIRE LJNE.
IF THE CONTRACTOR FAILS TO BEGIN AT THE DONMSTREAM CONNECTION POINT AND WORKS UPSTREAM,FIE SHALL PROCEED
AT HIS ONM PoSK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY.
6. SHOUID qSCREPANCIES EXIST BETWEEN TFIE ACTUAL ELEVAT1qJ5 A�1D LOCATIONS OF EXISTING UTILITY CONNECTONS AND
THOSE AS SHOWN ON Tl-IESE PUNS,TFIE CONTRACTOR SHALL NOTIFY IOER 6 WRIGHT GVIL ENGINEERS AND SURVEYORS,
INC.,AT(40B)727�665 BEFORE AQIUSTING UTILITV DESIGN
7. CONTR4CTOR SHALL UNCOVER A�EXPOSE ALL El(ISTING UTILITY AND SEWER UNES NM1IERE THEY ARE TO BE CROSSED
ABOVE OR BELOW BV THE PEW FAGLIN BEING CONSTRUCTED IN ORDER TO VERIFV TFE GR40E AFA TO ASSURE THAT
THERE IS SUFFIGEMT CLEARANCE.IF TFE CONTRACTOR RE�UIRES ASSISTANCE FIE SH4LL CALL KIER 8 WRIGHT CIVIL
ENGINEERS AND SURVEVORS,INC.AT 40B/727�66BFi AND REOUEST A SURVEY CREW TO MAKE TFE DETERMINATION.PIPE
SHALL NOT BE STRUN('NOR TRENCFNNG COMMENCED IXJTIL ALL CROSSINGS HAVE BEEN VERIFIED FOR CIEARANCE.IF TFIE
CONTR4CTOR FAILS TO FOLLOW TFNS PROCEWRE.FE W1LL BE SOLELY RESPONSIBLE FOR ANV EXTRA WORK OR MATERIAL
REOUIRED IF MODIFICATIONS TO THE DESIGN ARE NECESSARV.
8. ThE CONTRACTOR SHALL SET I-NS STRING OR NARE TFk2WGH AT LEAST ThIREE GRADE STAI�S TO VERIFV TFIE GRADE.IF THE
STIIKES DO NOT PRODUCE A UNIFOFtM GRADE,NOTIFY TNE ENGINEER IMMEqATELV AND HAVE THE GRADES CHECKED PRIOR
TO TRENCMNG.
9. STORM ORAIN PIPES DESIGNATED AS'SD'FROM 4'TO 24"IN DIAMETER SHALL BE SORJS P.V.C.(GREEN-TITE PIPE BY
MANVILLE OR APPROVED E�UAL),CLASS FmPE SMOOTH INTERIOR PIPE PER ASTM 03212(hWNCOR SURE-LOK WT PIPE OR
APPROVED EQWL)WITH GA55 1 BACKFILL OR DUCTLE IRON PIPE(D.I.P.),IF SPEGFIED ON PUNS.NO MATERIAI
SUBSTITUTION SHALL BE ALLOWED FOR WCTILE IRON PIPE.ANV PoPES LARGER TW�N 2C IN DIAMETER SHALL BE CLASS III
REINFORCED CONCF�TE PoPE(R.C.P.).HOPE AND P.V.C.RPE SHALL ONLY BE USED NF1EN THE MANUFACTURER
RECOMMENDATION RE�UIREMENTS ARE MET.PIPE MADE OF ANY OTHER MATEPoAL MAV BE USED ONLY AFTER APPROVAL OF
Tl#ENGINEER.
10.ALL UTILITV STRUCTURES INCLUOING,BUT NOT LIMITED TO MANHOLES,GTCH BASINS,WATER VALVES,FIRE HVORANTS,
TELEPHOI�E Alm ELECTRIC VAULTS AND PULL BOXES T}iAT LIE NATFAN AREAS EFFECTED BY WORK ON THIS PROJECT SHALL
BE ADJUSTED TO GRAOE BY THE CONTRACTOR OR THE RESPECTIVE UTILITY COMPANV.THE CONTRACTOR IS RESPONSIBLE
TO AFFECT CAORpNAT1pN.
11 ALL AREAS TO BE GR4DED AT 1%MINIMUM FOR DRAINAGE EXCEPT ALONG FLOWLINE OF CURB AND GUTTER OR VALLEV
GlfT7ER,AS SHOWN.
12.CONTRACTOR SFWLL GRADE EVENLY BETVYEEN SPOT ELEVATIONS SHOWN.
73 PROPOSED SPOT GRADES(ELEVATIONS)SHONRJ HEREON ARE FINISHED PAVEMENT GRADES,NOT TOP OF CUF28 GR4DES,
UJLESS NOTED OTHERIMSE.
14.ESTIMATED EARTFNVORK aWNTITIES:EARTFMpRK QWNTITIES SHOWN(IF AN`/�,OR OTFEFt�MSE SUPPLIED BY KIER 8
WRIGHT,ARE APPROXIAMTE ONLV Af�q SNONM FOR THE PURPOSES OF CALCUUTING GRApNG PERMIT FEES.KIER 3 WRIGHT
ASSUMES NO LIABILITV FOR THE ACCUiACV OF THESE QUANTITIES.
15.WFIEN A GRADING PERMIT IS ISSUED ON TFMS PR0.IECT TFE AGENCV Af'PROYAL APPLIES ONLY TO GR4pNG.THE
CONTRACTOR IS RESPONSIBLE fOR SEIXIRING ALL OTFER NECESSARY PERMITS TO ACCOMPLISH PROPOSED SITE WORK.IT
IS STRONGLV RECONMENDED TFNT TFE CONTRACTOR OBTAIN ALL NECESSARY UNDERGROUrID PERMITS BEFORE ROUGH
GRApNG THE SITE,AS REVISIONS TO Uf�IDERGROUND FAqLIT1E5 MAPAATED BV PLAN CHECKING AGENGES MAY
SUBSTANTiALLY EFFECT GRAqNG INCLUDING FINISHED FLOOR ELEVATIONS.
16.T}iE CON7RACTOR SHALL VERIFV TiE CONTENTS AI�D THICKNESSES OF TFE BUILDING SUB SECTION QE�.CONCRETE.SAND.
ROCIQ WITH i}1E STRUCTURAL PLANS AND THE ELEVATIONS SH01MJ HEREON PRIOR TO COMAAENCEMENT OF GRAdNG
oaeannoNS.
17.ALL WORI(SHALL BE PERFORMED IN ACCOROANCE NATN APPLICABLE U.S.H.A.REGULATIONS.
18.CONSTRUCTION CONTRACTOR AGREES l}NT IN ACCORd1NCE IMTH GEt�RALLV ACCEPTED CONSTRUCTION PRACTICES,
CONSTRUCTION CqJTRACTOR YNLL BE RE�INRED TO ASSUyIE SOLE AI�CObPLETE RESPdJSI&LIN FOR JOB SITE
CONpTONS DUPoNG TFIE COUiSE OF CONSTRUCTION OF TFE PROJECT,INCLUDING SAFETV OF ALL PERSONS AND
PROPERTY;THAT ThNS REQUIREMEM SHALL BE MADE TO APPLY CONTNUOUSLV AND NOT BE LIMITED TO NORMAL WORIaNG
HOURS.APA CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFE�D,INDEMrMFY AND HOLD DESIGN PROFESSIONqL
WIRMLESS FROM ANY AND ALL IJA&L1TV.REAL OR ALLEGED,IN CONNECTION 1MTH THE PERFORMANCE OF WIXtK ON TFIS
PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
CONSTRUCTION NOTES
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-��_________ s � D ����I���l�
�NOT TO SCALE
LANDSCAPE/IRRIGATION NOTES
1 THE EXISTING GROUND COVER THAT IS DAMAGED DURING CONSTRUCTION SHALL BE
REPAIRED IN KIND TO THE SATISFACTION OF APPLE�NC
2 THE EXISTING IRRIGATION SYSTEM SHALL BE MODIFIED TO ELIMINATE SPRAY ONTO THE
NEW SIDEWALK AND DECK AREAS.
3 PRIOR TO CONSTRUCTION THE CONTRACTOR SHA�L EVA�UATE THE EXISTING
CONDITIONS AND DETERMINE NECESSARY LANDSCAPE 8 IRRIGATION MODIFICATIONS
THESE MODIFICATION SHALL BE PRESENTED TO APPLE INC.,MARIA MOULES(OFFICE
40&974-0496,CELL 408-5952839)PRIOR TO START OF CONSTRUCTION
4. ALL MODIFICATIONS SHAL�BE DONE TO THE SATISFACTION OF APPLE INC.,CONTACT
PAUL CEBROWSKI,08M LANDSCAPING SUPERVISOR,408-974�689
ABBREVIATIONS
A.0 ASPHALTIC CONCRETE GB GRADE BREAK
AB AGGREGATE BASE LIP LIP OF GUTTER
AC ASPHALTIC CONCRETE MAX MAXIMUM
ADJ ADJACENT OR ADJUST MAX MAXIMUM
BNV BACK OF WALK MIN MINIMUM
DIA DIAMETER O.C. ON CENTER
DTL DETAIL PCC PORTLAND CEMENT CONCRETE
EX EXISTING PV PAVEMENT
FF FINISH FLOOR PVC POLYVINVL CHLORIDE
FOC FACE OF CURB REL. RELATNE
FT FEET SNV SIDEWALK
TC TOP OF CURB
TR TOP OF RAMP
TVP. TYPICAL
UP UTILITY POLE
PROJECT BENCHMARK
BM-134,SANTA CLARA VALLEY WATER DISTRICT BENCHMARK:
BRASS DISK ON NORTHERN HEADWALL AT THE NORTHEAST CORNER OF THE
BRIDGE AT CALABAZAS CREEK AND INTERSTATE 280.
ELEVATION: 172.92 FEET (NAVD 1988 DATUM)
BASIS OF BEARINGS
THE BEARING OF NORTH 49°06'20"WEST TAKEN ON THE CENTERLINE OF
PRUNERIDGE AVENUE AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR
RECORD ON OCTOBER 1,1976 IN BOOK 380 OF MAPS AT PAGE 49,SANTA CLARA
COUNTY RECORDS WAS TAKEN AS THE BA515 OF ALL BEARINGS SHOWN HEREON.
PROJECT SHEET INDEX
��0�����
<
W �
m w � a,n
� � �= G-
Z F= u'� m�
� W U� w�
S S E� ��
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C-001 NOTES,LEGEND 6 ABBREVIATIONS • �
C-002 CONSTRUCTION BEST MANAGEMENT PRACTICES � �
C-003 CONSTRl1CTI0N DETAILS • �
C-100 TOPOGRAPHIC SURVEY • �
C-200 OVERALL SfTE PLAN • •
C-300 ADA IMPROVEMENT PLAN • •
.,,.,,.. .,....,
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Apple
DeAnza 08
10725 NORTH DEANZA BLVD.
k
W
KIER&WRIGHT
CIVIL ENGINEERS 8 SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5641
� b�ue D�te bsue Darcription By CMek
04.08.15 � S�bmttd MD MD
05.0515 Ciry Res�brt�ittd MD MD
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DE ANZA 6
Projat Nunbw
A12000-01DA8
lo««�
NOTES,LEGEND&
��.,. ABBREVIATIONS
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0 70f114r{Nhl/Y
C-001
E
M
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a
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a
In the Santa Clan V�Iley..storm tlrain�tlow
diractly to our�ocei c�seks,�nd on to San
Franclace Bay,w�th no�reatmenl
Storm wale!polluNon i�u eer+oua probbm/o•
w�ltlllfe tlepentlent on our watcrways and fo�
�hC�Pn��e WhC.�iV.��1PA��IA1111I�!A At�P..11ns n�
esyi�nas
Proper managemenl ot cons��uction sltes
redu�es pollution s�gn�f canlly.
7his sheet>ummar�[es the"Besl Mar:igemenl
Pract�cas'�(BMPSI for storm water po'lut�o�
prcventwn.
ORDINANCE OF
THE CiTY OF CUPERTINO
FOR STORM WATER POLLUTIDN
PREVENTION 8 WATERSHED
PROTECTION:
Chapter 9.18
,9.�a040 Discharge i�to the stcum Arain prohibiteA
' 1��c��nL�wf!�i fn r,icr�.ha!r�p n�r�ico,qYnW..nr r.p�it ip
',be d�scharged intn any stnrm dram ur�atural ottl�t or
'channel aA waste�nck�dirr�hut not restr�cteci to.sewage,
'inr,usirial wastes petrdeum produr,ts cnal tar�r ary refus�
,sut�c±arc:e arisine from the marnEactirre nt gas from roal or
',pet�oleum,chemicals,detergenfs.solvents:pa�rris,
'contamnated or ctNOrinated s�rmming pod water,
'pesticdes,herbicides and fertilizers
9.'18.220 Violation
Any person who wolates any prov�sion ot this�hapter is
shall be gu�lry ot a misdemeanor and upen conwction
t�ereot shal!be purnstied as prov�ded in Chapter 1 t2 of
this code
9.18.D7D AccidentalOischarge
AB persons shall nobiy the Cirector ot Pubkc Works by
teiephone immedlately upor a;c�entaity tlischargng
wast�?o enable coun[ermeasures to be taken by the Ciry
to minimize damage to siorm drains and the rece:ving
wate� Th��not,hcahon shafl hefollovRd,Hnthin ten(10)
days ot the date ot occurrence by a detadetl wMten
statement descnbing the cau.ce_c of the acc�denta tl5charge
and the measues be�ng taken te prevenl fulure
occurrences Such nohfic2t�or,wAI nct reAeve persons o�
hability for violatbns d[h�s Chapter or for ar,y fines imposeci
on the ciry on account thered under Secbor 1335U oI the
Californla Water Code,er tor viok�t�n of Sect!on 56bi)of
tne CaYfomia Fish and Wddl�fe:;ode,or any other
appl�rable previs�o�s of State a Fetleral 1aws.
9.19.100 Civil penalty for ilticit discharges
Any person who discharges pollutant� ,n vblation of
tnis chapter,by the use of illici;connections shall be civilly
liable to ttw Cily in a sum not to exceed twenty-tive
tl�ousand dollars per day per violation ror each day in
which such vloiat�en occurs. 7he Cay may petrtbn the
Su�rinr Court p�.�rsuant tn C'�vPrnmert Cncfe Secticx�
x
S474C�to impose.assess anr.recover such sums The civil
penalty pr�vicier.in th�s ser.tinn is cumulative and nnt
e�aclusive.and shal4 be in aodidrn to all othef remedies
a�a�lab�e to the C�ty under State am Federal aw a�x1 bcal
orcAnan�zs Funds colleded pursuant to this sect�on shaY
be pa�tl to City's Env�ronmen±al Storm Mtanagement
Acr,nunt
G u p s r t i n o
8 u i I d i n p D o P 1:
�OB�']:-1111
P u Cl��.c W o rka C ept'.
�oe--�T�>>s.
5 a n t a C 1 a r a C o u n t y
ft�cycl��y Hotlinu�
Y 0 0-S 9�-8 a'�
�. � .sp.,00 �.c,a
�LL_S.t.fi]cS_91.!Jf!�.53^i..
5 m a t I d u s n e�a h a z e r a o u a W a e t a�
�06-298�1J00
C u D�<<i�0 5�r f t a r y S s w e r G i�[r
•0 8�S 3�)0�t
3 a n t a C t a r a V a I 1 e y U r 0 a n R u�o f f
Pellut�on Prevcntion Pryrt�
euo�sa-��e:
Stat•Otfice o1 Emergsncy
$�t V 1 C Y 6
+ eco.es��ssc�x�n.>�
NeOO�tipills to 911
APPROVED BY;
'72,c1 L�' u u Gl �.3�,c9
RALPH A.QUALLS.JR.,RCE 2 t 8I30/09 DATE
DIRECTOR OF oUBUC WORKS
General
Construction
and Site
Supervision
Storm Drai�PoMut�on trom
Conatrucuon Act'v��06
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Earth-Moving Earth-Moving
ACtivities Activities
Storm Drain Pollution
from Earth-Moving Activities
Soil exca�atinn a�d gredine operations loosen IarqE
, amnunts �t snil that can flow cr bk�w into storm
drams w•ien handled improperiy Sediments in•imof�
, can :tog storm drains.. smoiher aqua[�c life anC
deslruy I��tritdle in creeks ar�d ll�e Bay Effective
erosion conVOi practices reduce the amcur;!of unof
; crossing 2 si[e and s!ow the fbw wrth c7ecK tlams o!
i rougheneA ground surtaces
Practices During Consfruction
i.� Ren;eve existing vegeta[�or only when
aGsol�;el� neccssar: Plant temporary
vefletation tor erosion control on slopes or
where co istructan is no!immediatei,�planned
J Protect downsiope drainage courses.
streams, and storm draina w-t.�wattle� or
temporar;drainage swales Use checK dams or
cfiiches to divert runo(f around eKCavations
Refer to tfie Regionai Wafer Quality Conlrp
Boaro s �rosion and Sed�mef,t Cer;t.�or Fre1d
M�nuat(or p!oper eros�on and sedimen!contro'
measures
J Cover stockpiles and excavated se�� wAh
SECUred tarps or plastic shee[ing
The property owner and the contraCtor share ultimate responsibility for
the activities that occur on a construction site. You may be held responsible
for any environmental damage caused by your subcontractors or employees.
Painfing and
Application of
Solvents and
Adhesives
; Stortn Drain Pollution fran Pairrts, '
�VOINS,�fld%iC��1BSIV68 �
�' NI(y�tYC SaN!^LT MO YfY9NS JTI.M �
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•_�7ea�wtt�Gant�.,S�sae�rawai
roua�nre xrntna yau mai ana�arqe wae
m Ihe sanrav�M�B.d��.t y:w mW seW it
d16i1p�p Q6�D6a1 as AaTdrEoUS vqbtf
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J Da�teercecoarrfc��?73�Orotlorse
Roadwork
and
Paving �
Generi!Bus�ness Proctices
;J DrreWV���J+'i�ple��ieiitervYionfsWim�nl
control plana f:�r ioac�wav emba��**�en•.s
.7 St�oO�fc e�cavat�an and g.adir.q wc�rk Ou��ng
dry w��ther.
�:J ^,heck foi antl re0ai�kakin4 eQUipment
:) PeAO�in ma�or equlpment rcpa�re:i
�PSI�11A'CC 8'P8��'1/(lllr rtl?IIIIlf1d!1Gf V.lfd
xhe�e GeanuD s easie�l,�e c OEr.o f"��ny^
��11�mPnf ItyleNt A�f.C��c7fl,CI1Cl1 ti.l�<
�7 JYlien refuefing a wlren veh�clelea�,iprr:eii;
�ia!ntznance m�st be tlonP on srte dPS�p�arc;a
�.:a�,��a�.ay rro�,s+�.m i�a�����.n���k<
U Qo not uso tl�aset o�1 M lubncaQe eC-��p^.e^�
�aKS:��ckan eQU�ns��:t
:J Rscycle��ae�vu.c �ate.���u�e.�esy���.en
3t,whenever possiole o�a�sDCSe oi�rJpeny
�Mww re:ydes;�tt ca��ror us:o�re�ycany
_cm�anK+s;
AsphalVConcrete Remova!
il 4vo�crea�iny eKC>ss dust ir�F��b�eek�nr as:.hal�
�r concre?e
iJ ARer 6renkmg up n1d pavement be sure tt.
remove all ehunks ana pleces Make su�E
r,roken ya�emer�ooas nct coma in cemact
w�itY �nfa�l o�r,n��tf
i.) ✓vhc rnnk ng siw wts use a�lntle wn.e�a..
'1055 h�C �hi;VP�f a 1 Jff�52M�'U1511f1y a�d
'CII�OV..If]rt IFPSR GGVE*OIOfO1Q-[S.O�n1
tlra inlets�ur�g a u�tir.6 SweEp�p antl
�rope%'�y Cispose c�a���..�es�G.�es
❑ SweeF..�ever Aose do�rn 9treet8 to��ez�uE
:racked d�rt Use a strael swaEpe�o�vacuur.
'rii�t 7o r�pt Ar,mr.vP-�.�JmPrt 1ipJ�r�n stfnrm.
y,.,o�
; ----------- -�
� Storm Drain Pollution �
; from Roadwork
i P.oao pa�i,o s,;r!a.�nF anc pavemert•ert�,ova'�
�ap0en rah�n fne sCee:wnere the�e arH n�ii�.,erous
( oODOrtunii�es Icu asp!��.a�t;aM�wl slurry o�
, /'?v IM aI.'�.al t.IIP7 MY IP SI'JtT(1ra�.�c
i F n�e' ��:� �i- �o�,-.,�U a�.��b�o�
i •ate. i p pnt. i a�d aga��e:oax�eon of I
� £tolm tlrams f re2ks a.C tre Bay �
Duriny ConsVUCtion
�Ava�d paviny an�seal�uetaiy in w�nt
HdilllBt 0;W112�fHV!IS I0:2Cd5:,(O{KEVQ/1'
'�es�.-maie��ais from co^�te�tin�.7 s:o�mhnt2s
��nU!1
❑ Co�er ar.e seal c�tch Dacfns ana mannoNa
�xner..aC�'�+�ng sea'coat s�urr�-seal.tog sea7.
cr s.m:lar matF,nJls
C.l vro[act cn�nape waye by usirg eartn Mkes
.o�:d la�a.c.o:he�con rols:u:neit c�Uap
an:t��I�.er r��noN
_l ve�r�„d�.r,._ras,��a��w i,���p.00.ed-
aggregale eon�rete or sunda�'rentmen!ti�Me
a sveet oi sto�m diain CoNec•and recVC1e.or
d�smse l�d���t a�ee
�..1 Cover alockplles,aspral�.santl.et_�anc
olhe��<cn6��i�c'.�on mate�uw s w�t".p��astw farps
`f��P.�'1��:�tn�..���p'.)�int1T�P,vFt1��i t'tl'W�:Ih
iempo�ary rc.�..��F:as6<s�e?15 ana Ae�n s
J 'arv paving mach�nes nve�ar�.E:{;ans.�;.
abscrGint�iate�iai ic�o!n reil�e1::.1:r��cal.h
�1n�5 whc�n r�'���isr
:J Clean up alt spi�:�ta antl IeaAS�v��y erv
� tr� 'wi�1:a'�o ce t rralerAls antl-o�"
'.a�,r��f,������. . �arA^.rn�w.ly i��rnu-
of cnia.^imacetlsoi!�V
i.] �::c1 e��t a.c�ecY�or aDP">Pri rt��yisnr,se nt
rz ss aL Asrve 9�avEl or,-na '�'�
L7+'.0 7 c:er aGO��a�'�n o}�watn tru[ks tur 7us1
n.r,n
CONSTRUCTION BEST MANAGEMENT PRACTICES
Storm Drain Pollution
from EaRh-Moving Activities
Soi!ezcava:ion anC orarNna c�xraLais boser�+nroe
artrou�ts of spl t1-a±con flow o�bbw��nb slu�rn
drains vfier:hanNetl Errprcperlr Sedinents m rurrM,
ean i;7cp slam�rans smcri�er ayual�c Ife aM�
Aethny hatMTtc r�rw�k�anA tnr Ra��FHMrvn�
ErRS�IX�con:fq pf�xYU'J's�EK1uc:e KlE an�amt ot rurrNt,
cracsrcx�a srte:.nd sbw�he fcv�v.aNi Mt:ck dart�n�(
rwglienea gra,no w�fac� �.
Pracbces During Gonsiruction
�Remove e�aishnq �-eqNaUOr oNy .rh°�i
absWutel✓ necessery PIaM tamporary
v�plLlioi�Iw erc�sio�i wnWl u�ak,yta u
where mnsttuctlon s not��n+mtliatMy p'anretl
U Pralect downswpa arelna�e courses,
atroans,and atom+drains v�+th wattlec..or
1P.�'�j10l8fy df8lfleCJF SW812S IJSE CiIE(7�081/�9(Y
dAChes In Civert runoft around exmrMions
Refe�to!he Reg�aial Water Oual�y Caiuoi
Bxrd s fm.sren anc.i�U�menf CoMroJ F.r.M
M3�(.A)f0�F!ajlEf 2lCS�O'1 ai�C1 SE/��R1Pf11 CMf�"f?�
measures
''..�COV>SLOCItp1�B6 d(5�BYGBVd:Otl fi0��Vlrth
SCq,ttCC 18rpS O�F1185�iC SY1ECdf1Q
� �_� `�
� ����_ ��,
�,�a►��� ���fr' °
� ��
!�:•'� .J
- - _a,.�,,�,�.�+,y� .;.�`ak"w:, '
hi .
Fresh Concrete
and Mortar
Application �
_- __...._.___.... .�
� Storm Drain Pollvtion trom �
Fresh Concrete and Mortar i
Applitations
' 1�f¢sh conerete antl cement-�elattd morters
�M2I WdSh IIII7�AkP.c�}�P.A'ilG(�I P<i'.1alIES
( zrn h,:��tn Fsh anci t�r n�iiatv �
� er�:rtonment Dmouar,g otMcYe mnle•�ela
� m me siorrn drahs a crerkc-ar n�eck �
' sto-m ci<am<f.R.I5A5 CPnlNl+f�!f1hWRtt an�i �
1 ig prohibited by tew �
Gerrera/Busin�ss Practrces
❑Yiasn ou�wnve�� nir� ��y���
waanout a�eaa r y��. �a�e awa�rom s�nrn-
a�ains ano w9ieMays w��re Ihe w:tP!rell�hw
�..:tc��lemcara�ywnste:'}en a d�n1.�.ra
ua�P-n���nm�o m.o„�n�nn ana e�KUORr m
c.e1'.ted.na�tlenee<e+.c.ete ax ga.Eagc
��inc�r„e�n�n�mic--;.v<i<�:«osno�.::cy
U��pi�a nacx�.,o n��.e.o�e..>e
u w��o�����:.��„���„�.tas�:,.�d.;,,<.�
ll�a 1:�s*eeb e�d�a.ns
�i Alrays store 8oM dry antl wet malerule
un� � 1 ..]. -9.�P'�•:y u�::'t
. � Jre� �rNe waye�
P�olect ��a'e�'�dl.l.oni w r�a
>Secun haga a/�emon�a�er�hev a�e cpen
ee s t Keep v n�nrw i=eme-�.t pawarv
way o.-saer��q�me�s sie�ma�ams
�JN�.fa1 ar.d�unU�
�U n 1 O�ea¢�1 1 I hnranl
o n usa r+
C�n�ielelc.ms tr,o�.n.a��...
Heavy
Equipm ent
O p e ra tio n
S t o r m w a t t r�F o l l u t io n
', from Heavy Equlpmentn�
. ConSiructiUn Sites
i G
°��t �
'� mLr�50��< .,to i �a�.�IL[„
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.q��..c ��.�. ..,i
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. otln kc. . . . � ... .r.
. �,o��. ..__ ...a'. _r.��
S:ra Picn��ng n...y n���cn•+e vnn�cir
Msinlenancc
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:J Don��m�.�p m..t�ucr cc�c�ae«can;a��
��a„y��wn�„x�.�.u iw,..�„���ao�Nd
J s���o,M, P � .i ��.P..,
heor}(�usMA.. I M
J W her cNa g.c flu o Y -Ar�vif..
'n.f�u�lnn wac�lineson•ndrrtarca�n
.iOn��i the U ve�ey e+�r�lc Me L:ree'or_lorm`f
iJ Paoct�µ�Pt���.-.s�•tfr n. . �o
.C!t]f IfO1P i111 il�dnd tu(�J:.�IRfX!IfE
�a�er�a�tiac aree
J Wa>�av.:eRWnreuyy�ey�.t���i�crete
n���wnrr�f!�e waslware�Can�.1�bw orV,a
Cu'a��e;1)dra��tili:�w:� ..iiale!��n
w!�.1Cfi:'fa'F4 plimpec ant tl6poceti of
l�.�Ufn1Y.�fl)ba�.d,..�.�n�nA t�on n catrtin�ent
.,�.�Pn nv Mnr�.:g:.�vnrm arau�,.,f i•
a.y c rt�,nc•�vtt� p-..�co«.,�.
MOA.'w",wcM doen�w�r¢9cn 5��ncra��
':_I NIiC/'�W C2k ny uD Vavlmb�t p!�v�t 10 PC)
�.p a�l tf:,p�et.e:.a N O a9c�a�01 pioyWlr
Re��<�e'.e���]E U uMS��f C�uKen�'Onc,�tk)tr
N...�fM}�I::.•��S''O::nfO 0�fKYC12t5
J Ne�e•eury wasw!na:e��a+;���wsr u�ema�
,�m.o�:n!scteAcessory�nn_rete.g�ou�a�o
mertar n!he+�es^
J Nrver c�axe-,u�washow rse tne strer
stortn crams a�a nage tl�xRec o�sneam�.
.}�`�
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�
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Hazardous Waste
Disposal Prgm
BUSIIICSS@S t��E�fdt9�@SS
than 27 gailons or 220 pounds
Of�'1�idOU$N1�S��ICI'mOfl�l
3f2 @1i91b1e t0 USC th15 p�YOgfafl7.
�i)�'�V���7.7{7�7
for a quote.
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nF.PAR'TMEI`'T OF Pt,BL1C�'ORKS ,,,
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DeAnza 08
10725 NORTH DEANZA BLVD.
k
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KIER &WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5641
� Inue DNe Mue Dweriptlon By CMek
04.08.15 � Submitlal MD MD
05.05.15 City Resubmttd MD MD
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DE ANZA 8
IProj�ct Nunbar
A12000-01DA8
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CONSTRUCTION BEST
��,,, MANAGEMENT PRACTICES
AS SHONM
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I- RAMP AT 7�12 MAX —12'-}- � �a.pq5µe,)(�OPE
— _- —�
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SECTION B
ACCESSIBLE RAMP-TYPE I
INLET PROTECTION
NOT USED
NOT USED
3/4'GR4VEL OR GRAVEL
FILiED SANDBAGS
� STORMINLET
O w�ua srnnw wnrne
AROUNDINLET
�
PLAN
31S GR4VEL OR GR4VEL CATCH&4SIN W/FILTER
STRAW WATfIE
FILLED SANDBAGS� FABRIC UNDER GRATE.
FINISH GRADE
FILTER FABRIC
PROFILE
STRIPING
� . �'�� �./�/'�/[�.--.-,:.:...,
' � ' ' .. � � � `�f���" a. w
-� . . � _�_� 7..� �.� _.��:.;, '
y , . 9 -'.' ��(C".•.' // ,���s.�� .�..�.sr�
1 �. -;, ;;...,,• . � .., _..ti' , t�'�
NOT USED
���Q'\
O
�
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EX�STING SIDEWALK
RAMP AT 1:12 MAX 4�-d'MIN LANpNG
��2 0%MAX SLOPE�
ETAINING CURB
I 12.
20%
MA%
�
I- TAPERED C1A26 �FULL CURB HEIGHT
CONSTRUCT GUTTER(IF SHOVvN ON PLANS)
NOTES
1 MAXIMUM SLOPES OF ADJOINING GUTTERS THE ROAD SURFACE IMMEDIATELV ADJACENT TO THE CURB RAMP Of2 ACCESSIBLF RWTES
SHALL NOT EXCEED 5 PERCEN?WITHIN 24"pF THE BOTTOM OF THE CURB RAMP
2 THE RAMP SHALL HAVE A'12"WIDE BORDER WITH il4"GROOVES APPROXIMATEL�31C'ON CENTER SEE GROOViNG DETAIL THE SURFqCE
OF THE RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK
3 ALL DETECTABLE WARNING SURFACES SHALL BE CAST-IN-PIACE BOLT-ON OR GLUE-ON MATERIALS ARE NOT TO BE USED ALL MATERIALS
MUST HAVE MIN 5 VEAR WARRANTV W COMPLIANCE WITH CITY STANDARD SPECIFICATIONS CONTRACTOR SHA�L PROVIDE CUT SHEETS
TO CITV FOR APPROVAL
O O 1/4� ��-7l<'
�2.J5' �LT.__L�lI�
�APART ����4
Q `J 0 �
CURB RAMP GROOVING
O ^ ^ O O
O O O O
0.20'�SEE NOTE 4
0.45 AT TOP
0.90'AT BASE
PLAN VIEW SECTION A-A
7 TFIE EDGE OF THE DETECTABLE WARW NG SURFACE NEAREST THE STREET SHALL
BE BETVYEEN 6 AND 8'FROM TI-E GUT'fER FLOWLIPE,AND EXTEND 36'IN OEPTH.
2. UTIUTV STRUCTURES 1MT}MN NEW CURB RAMPS SHOULD BE RELOCATED OR
AQIUSTED TO GRAOE IN CONJUNCTION NATH CURB RAMP CONSTRUCTION.
3. TAPER EDGES WFIERE DOMES ARE GLUED OR BOLTED TO THE EXISTING SUF2FACE.
TRUNCATED DOMES AND GROOVING
NEW A.C.
12"MIN 17'MIN
UP OF GUTTEW AC DEEPLIFT CONFORM'
FACE OF CURB —SAWCUT
EXISTING
STRIPES AT 38'MAX.ON CENTER, Z' PAVEAiENT
PAINTEDA CALOR CONTRASTING
NATH TFE PARqNG SURFACE. 6 MIN OR MATCH
EIT}ffR PAIMED BLUE OR IM11TE. EXISTING IF GREATER
.. ....-..CENTERLINE OF STRIPING
NOTE:IF Tl-E CONTRACTOR DAMAGES EXISTING ASPHALT SECTION DURING
THE REMOVAU INSTALLATION OF CURB AND GUTTER OR AT THE DISCRETION
OF THE INSPECTOR.TFE AC 1MLL BE REPAIRED BY SAWCUTTING 12 ANMMUM
BACK FROM T}f L1P OF GUTTER APD INSTALLING A G MIMMUM DEEP LIFf A.C.
SECTION ArD A 7 A.C.CONFORM AS PEEDED.
CURB REMOVAL AND REPLACEMENT
USE T IONG,IM DOWEL OPoLL
HOLES.BRUSH,BLOW CLEAN
I AI�A SET DOWELS IN EPO%Y
�-?
' . T r24'O.C.
tJ
I
�
A —r �
�$W SNV EX SIW
S/W TO SNV
PLAN VIEW
HALF OF EXISTING
SNYTHCKNESS
N�,�, ����
7MIN NOTE�.IFEJ(ISTNGSIOEWALK
�--- IS LESS THAN 3'THICK,USE 6
NEW SiW _ EX SM�� OEEP x 12 VNDE P.C.C.KEY
–––1 Hnh,oow�conx�cnoN
, �
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SECTION A-A
CONCRETE DOWEL CONNECTIONS
R=1YY ����4�
a=�n•
� • io
\'� W --------SURFACE PAVING
K
a
�I &4SE ROCK
} COMPACTED SUBGRADE PER
1 GEOTECFNICAL REPORT
r
`a
PCC CURB(CLA55 A�
"WEEPHOLES TO BE PUCED ON ALL VERTICAL CURB,AND CURB&
GUTTER WHEREVER LAN0.SCAPING SLOPES TOWAR0.5 THE ClN2B
KEYED VERTICAL CURB
D� �NEW PCC CURB
1'0 PVC PIPE THRU CURB
/ - AT SCORE MARKS.TVP.
cf
� � AC PAVEMENT
� � � 8.4SE ROCK
D)
r
ELEVATION
PUCE FILTER FABRIC BEFNND
''� WEEP FiOLES NATH A SHOVEL
FULL OF DRAIN ROCK,TVP.
_�^',�� SET FLOWLINE OF WEEP1-IOLES
.,t i/7 ABWE PAVEMENT SURFACE
SECTION A-A
WEEP HOLES
LESS TFWN 4'TO AQIACENT
Z� � LSCP,WHERE APPLICABLE.
MI1X �
-— C PCC ��—-
.� d CL 11 A.B, , - . .
� � COMPAC7ED SUBGRADEPER
GEOTECMIICAL REPORT
TYPICAL CONDITION
�X.BUILDING OR WALK
"'PANSION JqNT
� USE T LONG,i4 DOWEI�
24'O.C.DRIIL MO�ES,BLOW
3� 4• Z� CLEAN AND SET IN EPDXY.
� MA%_
3.S C PCC �
3.0' . C CL II F..B. � �" tL I
t j
���
— Fg�
CONNECTION TO EX BUILDING OR CURB
TYPICAL SIDEWALK SECTION
m USE T LONG.�4 DOVYEL DRILL
NEW F/C�-�- ��- —�'^...�ES,BRUSH,BLOW CLEAN
AND SET DOYVELS IN EPDXV
_�-7--
� � ���EX FACE OF CURB(F/C)
4'-��-
I
I�EW GG EX.GG
NEW VG � �EX.UP OF GUTTER(UG)
m
PLAN ViEW
3'--� :�3
�-� _,z- ,z�-
SECTION B-B
,..,.,.,„ -
p�' „ �
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Apple
DeAnza 08
10725 NORTH DEANZA BLVD.
k
W
KIER 8�WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5641
Iksue DaEe h�w Daeriptlon By CMek
04.08.15 � SubNCd MID MD
05.05.15 Cily Resubmitld MD MD
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SURVEY NOTES
1. THE BOUNDARY EASEMENTS,AND OTHER ENNMBRANCES SMOWN ON THIS DRAWING ARE
BASED SOLELY UPON INFORMATION COI�fTAINED IN THE FOLLOWING DOCUMENTS�.
PRELIMINARV TITLE REPORT PREPARED BV CHICAGO TITLE COMPANV,FILE NO.
10-98206137-MC,DATED OCTOBER26,2013.
THIS IS NOT A BOUNDARV SURVEY.NO LIABIIITV IS ASSUMED BV KIER 6 WRIGHT FOR THE
IXISTENCE OF ANV EASEMENT,ENCUMBRANCES,DISCREPANCIES IN BOUNDARV OR TITLF
DEfECTS NOT MENTIONED�N SAID DOCUMEIJrS AND THEREFORE NOT SHOWN ON THIS
DRANANG.
2. BENCHMARK�
SANTA CLARA VALLEY WATER DISTRICT BENCHMARK 9M-1;4;RRA55 DISK ON NORTHERN
HfADWALL AT THE NORTHEAST CORNER OF THE BRIDGE AT CALABAZAS CREEK AND
INTERSTATE 280.
ELEVATION�172.92 FEET DATUM.NAVD 1988
3. A.P.N..326-10-065
4. FLOOD 10NE NOTE:
THIS SITE IS IN FLOOD ZONE'X',AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%
ANNUAL CHANCE FLOOD NTTH AVERAGE DEPTHS OF LFSS THAN 1 FOOT OR WITH DRAINAGE
AREAS LE55 THAN 1 SQUARE MILE;AND AREAS OF VROTECTED LEVEES FROM 1%ANNUAL
CHANCE FLOOD.PER FLOOD INSURANCE RATE MAP COMMUNITV NO.060339 0208 H,DATED
MAY 1 8,2009.
5. BASIS Of BEARINGS�.
THE BEARING Of NORTH 49°0620'WEST TAKEN ON THE CENTERLINE OF PRUNERICX.E AVENUE
AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON OCTOBER 1,1976 IN BOOK
380 OF MAPS AT PAGE 49.SAfYTA CLAM COUNTY REC00.05 WAS TAKEN AS THE BPSIS OF ALL
�, BEARINGS SHOWN HEREON.
LEGEND
raovEan urvE
ADJACENT PROPERTY LINE
CENTEFILINE
EASEMENT
BUIIDING LINE WITH DOOR
BUILDING OVERHAf.�
FOUND MONUMENT AS NOTED
FOUND IRON PIPE OR AS NOTED
80LLARD LIGHT
UGHT
STRECT LIGHT
TRANSFORMER
FIRE HVDRANT
MANHOLE
CJ15 MEfER
VALVE
CATCH BASIN;DROP INLEf
WATER METER
BACK FLOW PREVENTER
FIItE ALARM
UTILITV BOX(SIZE VARIES)
SIGN
BOLLARD
TREE Wi SIZE AND ELEVATION
SPOT ELEVATION
CURB
CURB 6 GUTTER
CONCREfE
RETAINING WALL
_ _ — ^— — _
�
�
4
'-M
�
A
0
8
a�
�
9
�
_�o..
t000
�,00.00
�---__---�
ABBREVIATIONS
AC ASVHALTIC CONCREfE
BR BOTTOM OF RAMP
BW BACK OF WALK
C CONCREfE
coNC cor.ic�rE
DI DROPINLET
EB ELECTRIC BO7(
EV ELECTRIC VAULT
FL FLOW LINE
FND fOUND
GRN GROUND
HCR HANDICAP IiAMP
I.EE. INGRfSS EGRESS FHSEMENT
LIP LIP OF GUITER
MON MONUMENT
0.0.. OFFIGAL RECORD
P.U.E. WBIIC UTILfTV EASEMENT
PV PAVEMENT
RIM RIM ELEVATION
SSMH SANITARV MANNOLE
TB TEIEPHONE BOX
TC TOP OF CURB
TE TNASH ENCLOSURE
TR TOP OF RAMP
UB UT1U7V BOX
NB WATERBOX
W.LE. WATER UNE EASEMENT
`_ ..-..__...
,�„"°_"°"5.._. .
�
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Apple
DeAnza 08
10725 NORTH DEANZA BLVD.
k
W
KIER &WRIGHT
CIVIL ENGINEERS 8 SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5641
I bsw D�le Mue Dneriptbn By Chaek
04.08.15 � SubrtiiCd MD MD
05.05.15 Gly RasubmiCd MD MD
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A12000-0tOAB
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TOPOGRAPHIC
��,,. SURVEY
��
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C-100
A
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I TO REMAIN
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I I I �_Ex150 RE A NLLS_�
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I I I� ' TOREMAIN --� �O
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� IX'1 O REAIAIN LS
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� �5'WIDE UNISTALL� ISLAND(TVP)
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, � STI�V SEE LANDSCAPE PL4NS SI�EVW�K
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1 DA08
10725 NORTH
DE ANZA BLVD.
EX DOOR TO
�___s REMAM(NIC)
�
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/-18 0'---�'
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I RESTRIPE 1 NEW
4 �PARKING�STALLS
O �
t �
�
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NEW ACGESSIBLE \ NEW LANDSCJIPE TREE
RAMP .�'�—SEELANDSC/1PEPLANS
� �
�� E7(DOOR 10
NEVJ ��' REMNIN(N I C)
MOTORCVCLE —_._. �
PARKMG 03
\'
` • 11
. 0 ,'1
(3 TOTAL)
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LEGEND
DESCRIPTION PROPOSED EXISTING
PROPERTV LINF --
ADJACFNT PROVERTV LINE ---
FASEMEM
BUILDING LINE
ELECTROLIER
CATCH BASIN
CLEAN OUT
SIGN
GAS METER
TREE (/•\�
CURB
CUR66 GUTTER
IXISTING TREE TO BE REMOVED X
SIDEWALK ��
LANDSCAPE
PERMEABLE PAVERS
SEE LANDSCAPE PLANS
FENCE
RETAINtNG WALL
PARKING STALL COUNT O'
ACCESSIBLE PATH OF TRAVEL �������
TOTAL LANDS(iIPE REMOVED(SFl ADDED(SF)
�60 630
DA08 PARKING BREAKDOWN
BUILDING PARKING SUMMARY AREA(SF) RAT10 REQ'D
OFFICE 37.700 2851 132
LAg 1,000 4501 2
TOTAL RE�UIRED STALLS: 38,700 134
TOTAL EXISTING STALLS: 133
TOTAL PARKING STALLS PROVIDED: 135
ACCESSIBLE PARKING REQUIREMEN75
PER CBC 11298.2.TABLE 11 B-6,ACCESSIBLE STALLS RE�UIRED-
TOTAL REQUIRED� 101-150 TOTAL=5 STALLS
TOTAL PROVIDED�. 1 VAN AND 4 STD.ACCESSIBLE STALLS
��M1 ��
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Apple
DeAnza 08
10725 NORTH DEANZA BLVD.
k
W
KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5647
� Nwe Dm M�ue Dwerlptlon By ChaeM
04.08.15 C Subm�tlal MD MD
05.05.15 City Resubmitlel MD MD
������
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DE ANZA 8
Rojat Numb�r
A1200401DA8
�DwcePt�on
OVERALL SITE PLAN
��.'` — —
NORTH �`���
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CONSTRUCTION KEYNOTES
1 CONSTRUCT KEYED CONCRETE CURB PER DTL O1IG003
2 EXISTING CURB!WALK/WALL TO REMAIN,PROTECT IN PLACE
3 CONSTRUCT CONCRETE SIDEWALK PER DTL D3/G003
4 DOWEL NEW CONCRETE TO EXISTING PER DTL 04/C-003
5 CONSTRUCT ACCESSIBLE RAMP,TYPE I PER DTL OSIC-003
6. NOT USED
7 INSTALL INLET PROTECTION PER DTL 08lC-003.
8 NOT USED
9 REMOVE&REPLACE CURB PER DTL 07/G003
10. REMOVE EXISTING STRIPING AND RESTRIPE AS SHOWN ON
PLAN
11 INSTALL NEW TREE PER LANDSCAPE PLANS
12 INSTALL 2 0'WIDE&4ND OF PERMEABLE PAVERS PER
LANDSCAPE PLANS.
13 INSTALL LIGHTED BOLLARD PER ELECTRICAL PLANS
LEGEND
NEW CURB
CONSTRUCTION KEYNOTE 01
SPOT ELEVATION 223.76
EXISTING TREE TO BE REMOVED X
� e ��
q H
? �
�
m���
��x,v �
Apple
DeAnza 08
10725 NORTH DEANZA BLVD.
k
w
KIER &WRIGHT
CIVIL ENGINEERS 8 SURVEYORS,INC.
3350 SCOTT BOULEVARD,BUILDING 22
SANTA CLARA,CALIFORNIA 95054
P 408.727.6665 F 408.727.5641
I bsue D�le baw Dueriplion BY CMek
04.OB.15 C Subrettd MD M�
+ 05.0515 Cily Resubmitld MD MD
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�ANU 8
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A12000-01DA8
1�
ADA IMPROVEMENT PLA
��
AS SHOWN
NORTH
o ,o Zo 3o C-300
Scale 1' IOf[ 01ou�f aMhi�u
��r��
L TLE CqNTRAGTOR SFIMl VH2FY RFNT OUpNTfiES FRCM TFE PLANTNG GIJJQ QJPN11fE5
SNOWN N T1E LEGB�p Af€FOR CONYH�ENLE ON.Y.
2. N07FY T4E LA�p$CPPE AR�ffECT M.�Ip,T�Y N T4E EVBJT OF ANY DIS�MJCL$
�,��,�.����,����
3 PLANT GROIJ�DC0�H2 N 54R1B PREAS AS N07�.USE TfdM1Gl.LF�R SPACNG.
4. Sff DETAI.NO SPECRGATION SFEETS FOR AOqTIONAL PFORMATIOPI
5. 7tERE WLL BE NO MATHdALS OR RANT MAiH7lAL5 51.65TIM10N5 WITNOUf I�PFROV01 OF
TLE qMH2 OR TFE LMD�'.�GA7E PRCFfiECT.
Q PROVDE POSITIVE ORANAGE AWAY FROM ALL Bl1DN('f�fY3 AN)
7. N T4E EVBJT OF ANY DK�,�PANCES 9ETIMffN TFIS RAN MO AGTUAL SITE Gq�DITI0I�F.TLE
LPW�'.�CA7E ARCFITECT 5 TO BE NOTFED M.EqATF1Y.
& ALL SITE UTlITES ARE TO 8E PROTELT�OIRNC CON�'TRJCTqPI N T}E EVF3�IT OF COPFLICT
9ETIYffi�TIE PLANS MD UTLITES TFE CONTRACTOR SFIPIl NO7FY TLf LMD�'.�GAPE
ARC4ITEGT. ANi'DAMAGE TO UTLITES.STRUGTU��.OR OT4$2 FEATlJ�S TO RBMN MD
CAIF.�BY TFE LMD�'.�GAPE CdNTR4CTOR SNML BE RHLAC.�OR f7�N'ID BY TFE
CONTRAGTOR AT NO E7�Bi5E TO TI£ON�i7.
9. TI-E WORK N TIESE DRAWN65 MD SPECFlCAilONS MY RlN CONCI.RfffiiTLY WRH WORK BY
OTL62�. T4E LMD�'.�CAGE CONTRACTOR SFIALL GOOR�NATE T4E WORIC WITN OTFER
CONTRACTORS.
q. PfdOR TO ANY DIG('�JG OR TRENG4NG.CALL U�DH2(3R011�D SH7NCE NEQT-1800.22)1600
0 �Ldf��.�:'7t'��?�'R-�
fI��. _ _ = Q��F���
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. . . , . ...... ..
� � - �����
LAYOUT LEC�l�D
O (N)GONGRETE WALK-ALIGN WITU(EJ,SEE DETAIL 10/L3.1
� (N)4'X8'PERMEABLE CaNCRETE PAVER,SEE DETA! 9/L3.0
AVAILABLE AT CALSTOf�E(4087 598-0518
Parrear�:uazr�n�aor�
caar.si
rLJ�Y�1 v�IIIp�/L�7
/�CATES PLANT KEY
�x IPIDICATES PLANT QUANTITY
/���
� • �EXISTN6 TRff TO REMA�N
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5'. i_ •.! '`3- u'l.� ♦C� Ai � .
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APPLE
10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
k W KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scott Boulevard,Building 22 1408)727 6665
Santa Clara,Callfornla 95054 fax(4081 727 564 i
� REED ASSOCIATES
�' LANDSCAPE ARCHITECTURE
477 SOUTH TAAFFE STREET
SUNNYVALE, CALIFORNIA 94086
408.481-9�20�408.487-9022 FAX
� �a�e om �sue n� By �nec�
3.11.ta CLIENf REYCW
10.10.1♦ 9M Plen UpUat�
3.]7.15 CMy SuMnMsl
S.Oa.15 Cily can�nrNa
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PAUL JAV REED�
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t EI�.9/30/6 #
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I E NZA 8
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A12000-01 DA8-14.04
I�
PLANTING PLAN
I�� -
AS SIIOYVN
L1 .0
C 3111 qu{Nrl�l�
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... > ;�,� , _ .»
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� �� �
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I • �EXISTMG TR�TO REMAN
\ �
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� X\�EXISTING TR�TO BE REMOV�
� /
�_�
CAI�I llwi 1 fl�1..10 1�
— _—--- _ _
Tw� Dat,eNicx N,e� corr�oa wvE �+ �e
OI PSTAQA G�1EN55 Oa�E•'aE PSTAlS-E ]4' TO BE RBAOV�
pZ RSTACU C1lEN�',�F C��E•'.�E PISTOGFE V' TO DE 4BnOV�
._._ .._...._ . _..____ ___. __..._..
03 PSTACIA Q�EIf'.�IS GM�SE P5TACIE. . . ..IO' TO DE QBdOV�
p� LIGIfTQIAI LUCOIAt Gl.p$ST PQIVEf Y' TO BE R9/OVED
OS L10lDAIBAR 5. 51Y�T C�1M1 P TO 8E QFIAOVW
_�
_ _
APPLE
10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
k W KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scott Boulevard,Building 22 (408)727 6665
Santa Clara,Callfomla 95054 fax(408)727 564 i
� REED ASSOCIATES
�' LANDSCAPE ARCHITECTURE
477 SOUTH TAAFFE STREET
SUNNYVALE, CALIFORNIA 94086
408.a81-9020!408.481-9022FAX
� bsue Date baue Deat�iplbn 9Y Cbeek
i.ii.ia cu[Hr uvita
10.10.14 SN�Pbn Uylel�
s.2).ls clly SuMMta1
s.oa.is nq�oT�wn.
����
�
�
� AULJAVREED�
No.2002
E1�.9/3016 #
S� P
Sl
��CpL1�
j Proj.ec wme
DE ANZA 8
I ProJ�ct Numbar
A12000-01 DA8-14.04
��P�
TREE REMOVAL PLAN
I�
AS SHOWN
L1 .1
e m��q.�a wqM
MAWA
MAWA+IEToJ x 10b7)x ll0.l z LA)•!03 x 9LA1!
MAWA� 7.617 galbnsiyear
eto- a5
hydro-zone plant water use hydro-zone area MAWA
i LOW 390 7,617
2 MEDIUM 0 0
3 HIGH 0 0
390 7,617
��
EBTIMAIED WATER USE lETWI)
E?UAJ= lEto)x C0617 x �E '�' .SLA)
ETWU= 2,a78 galbnsryear
eto= a5
hydro-zone plant water use plant taclor hytlro-zone pFxHA ��a�� ETWU
area etficiency
1 LOW 0.2 390 78 0.90 2,41B
2 MEDIUM 0.5 0 0 0.85 0
3 HIGH 0.7 0 0 0.70 0
TOTAL 390 78 2,478
IRRIGATION HYDRO-ZONE LEGEND
PLANTS AR£GROUP TO HAV£I'1ATCHMG WAiER F�Ci11REi"ENTS M!D
nic�ao-c�m�are aaaRac��sncs.
❑ N�i WAiBi fEOI�BBAf(Mrl)
� I�II►1 WAl@;fE0l�lB/f 6drd/wi)
HYDFiO ZOPE LEC�D
wro�vLa�!_�a'+'_.eOrrK.�wvE meCw wrt ME_ _ _�na�_ was�nDi ME
- -- - - ---- _
� e�se�ei
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10725 NORTH DE ANZA BLVD.
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3350 Sco2[Boulevard,Buflding 22 (408)727 6665
Santa Clara,Californla 95054 fax(408)727 564 i
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APPLE
10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
W KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scott Boulevard,Bullding 22 (408)727 6665
Santa Clara,Callfornla 95054 fax(408)727 5641
�—REED ASSOCIATES
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10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
k W KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scott Boulevard,Bullding 22 (408)72)6665
Santa Clara,Callfomla 95054 fax(408)777 564 i
�_REED ASSOCIATES
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SUNNYVALE, CALIFORNIA 94086
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DRIP LINE IRRIGATION DETAIL
PVG SGH 40 TEE OR ELL
ON SGK 40(�SER
PVG LATERAL PIPE
_ _ 'RAIN&RD'EASY FIT
GOA�PRESSiON ADAPTER
�EASY FlT GOMPRESSION CIXPLNG
RAIN&RD'(�vpGFGOUP)
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EASY FiT GOMPRESS�ON GOUPLNG�
RANV BRD'(MDCFCOUP)
pFF$ET EMTTH2 TUBBING
t8'FROM BULD�NG COn�PRE5510N FLUSH CAR
6o'RR2�VNG� 'RAttv&RD'(ADCFPCAP)
DRIP LINE IRRIGATION DETAIL
�
EASY FIT COMPRESSION COLPLING=
RARJ BIRD'(MDGFCOIP)
EASY FIT 3/4"MALE COMPRESSION ADAPTER�
'RAIN BIRD'(MDCF75MPT7
O �
EASY FT V2'MALE GOMPRESSION ADAPTHi
'RAKJ BRD'(Ivl�GF50MPT7
PVC LATE4AL LAE
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V2-INCH POLYETNYLENE PIPE
EaSY FIT COMPRESSION COl1PLrtvG�
'RA�N BRD'cMDCFGOUP)
EASY FIT 3/4"FEMALE GOMPRESSIIXV ADAPTER�
�'RAIN BRD'(IvDGF7�Pn
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EASY F(T I/2"FEMALE COIVPRESSION ADAPTEQ
RAIN&RD'(AbGF50FPT)
PVC LATERAL LJf�
DRIP COMPRESSION ADAPTERS DETAIL
Ol DIFFUSER BUG CAP
RAIN BIRD DBC-025
(I OF 2 SHOWN,6 POSSIBLE)
O2 UrNVERSAL Ya TUBING STAKE�
QAIN BN2D TS-025
(I OF 2 SHOWN,6 POSSIBLE>
OYa"OISTRIBUTION TIJBING�
RAIN BRD XQ TUBING
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(I OF 2 SLIOWN,6 POSSIBLE)
Oq SUBTERRANEAN EMITTER BOX�
RAIN BRD SEB 7X8
OMULTI-OUTLET Xl"FPT INLET X
BARBED OUTLE7 XERi-BUG
EMITTER�
RAIN BIRD XBT-10-b
6 TOP OF MULCH
OFIfVSH GRADE
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O PVC LATERAL PIPE
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NOTE+
I.RAIN BIRp X87-XX-6 IS AVAILABLE IN THE FOLLOWING
MOpELS�
XBT 05 6 0.5 GPi-1
XBT-i0-6 l0 GPN
XBT-20-6 2.0 GPN
MULTI—EMITfER OUTLET DETAIL
EASY FIT COMPRESSION TEE
'RAIN BIRD'(MDCFTEE)
rTpp pF MULCN
/ (-LANDSGAPE DRiP�INE TUBING
TIE DOWN STAKE�
FINISN GRADE 'RAIN BIRD'(LDI6STK1
18"ON CENTER SPACING
DRIP LINE IRRIGATION DETAIL
EASY FIT COMPRESSION ELBOW
'RAIN BIRD'(MDCFEL)
EASY FIT GOMPRE5510N TEE
'RAIN BIRD'(MDCFTEE)
°"" LAN�SCAPE ORIPLINE TUBING
OR
� 1/2-INCN POLYETNYLENE PIPE
EASY FIT GOMPRE5510N COUPLRVG�
'RAW BIRD'(MDCFCOUP)
EASY FIT COMPRESSIpN FLUSN CAP�
'RAIN BRD'(tvOCFGAP)
DRIP COMPRESSION ADAPTERS DETAIL
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APPLE
10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
k� KIER&WRIGHT
w CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scot2 Boulevard,Bullding 22 (4061 727 6665
Santa Qara,Callfomla 95054 fax(408)727 5641
�REED ASSOCIATES
�LANDSCAPE ARCHITECTURE
477 SOUTH TAAFFE STREET
SUNNYVALE, CALIFORNIA 94086
408.481-9020'408.481-9022FAX
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No.2002
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LANDSCAPE CONSTRUCTION DETNLS
i f S 3HOWN
L3. 1
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LANDSCAPE SPECIFICATIONS
IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING
1.0 GENERAL
A THE WORK INCLUOES�ABOR,MATERIALS,AND EOUIPMENT RFOUIRED TO COMPLEfE WORK ���
iNDiCnTED iN DRAWiNGS nND DESCRiBED IN SPECiFlCnTi0N5.
1. PERFORM WORK IN ACCORDANCE WITH BEST STANDARDS OF PRACTICE RELATING TO ��
VARIOUS TRADES,AND UNDER CONTINUOUS SUPERVISION OF A COMPONENT FOREMAN ���
CAPAB�E OF!N?ERpREfING DRAWiNGS AND SPECIFICPTi0N5. '�
B. PRIOR TO CONSTRUCTION.VERIFY THAT CONTRACT DOCUMENTS REFLECT LATEST REVISIONS,
INCLUDING PLAN CHECK REOUIREMENTS.
C. CONSTRUCT IRRIGATION SYSTEM USING MATERIAL AND MEfHODS CONFORMING TO
APPLICABLE PROVISIONS OF UNIFORM PLUMBING CODE,PUBLISHED BY wESTERN
PLUMBING OFFICIALS ASSOCIATION,NATIONAL ELECTRICAL CODE,AND OTHER CODES
PROPER�Y GOVERNING THESE ACTIVITIES AT THE LOCATION OF THE WORK.
1. VERIFY LOCATIONS OF EXISTING UTILITIES WHETHER DR NOT SHOWN IN ORAWINGS.
ASSUME RESPONSIBIUTY FOR THEIR PROTECTiON.
D. THE CONTRACT DOCUMENTS ARE NOT INTENDED TO CONFLICT WITH REOUIREMENTS OF
GOVERNING ORDINANCES. WHEN DRAWINGS AND SPECIFICATIONS DESCRIBE MATERIALS,
WORKMANSHIP,OR CONSTRUCTION OF BETTER pUALITY,HIGHER STANDARD,PROVISIONS OF
DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE.
E. OBTAIN AND PAV FOR PERMITS AND INSPECTIONS REOUIRED FOR THE WORK.
F BEFORE PROCEEDiNG WITH THE WORK,VERIFY DIMENSIONS AND OUANTiTIES.
IMMEDIATELY INFORM LANDSCAPE ARCHITECT OF DISCREPANCY BETWEEN DRAWINGS,
SPECIFICATIONS,AND ACTUAL CONDITIONS. COMMENCE WORK IN AREAS OF DISCREPANCY
ONLY AFTER RECEMNG INSTRUCTIDNS FROM LANDSCAPE ARCHITECT.
G- DIMENSIONS INDICATED IN DRAWINGS ARE APPROXIMATE. PROVIDE OFFSEfS,FiTTiNGS,
SLEEVES,EfC.,REOUIRED TO COMPLETE THE PROJECT. PERFORM SIMILAR OPERATIONS FOR
LIKE CONDITIONS WiTHOUT ADDITiONAL COST TO OWNER.
1.1 SUBSTITUTIONS
A. FURNISH MATERIALS IN QUANTITIES,SIZE,AND MANUFACTURE INDICATED IN DRAWINGS AND
SPECIFICATIONS.
B. FOR A PERIOD OF 30 DAYS AFTER EXECUTION OF CONTRACT,LANOSCAPE ARCHITECT WILL
CONSIDER FORMAL REQUESTS fROM CONTRACTOR FOR SUBSTITUTION OF PRODUCTS IN PLACE
OF THOSE SPECIFIE�ONLY UNDER THESE CONDITIONS.
1. WHEN SPEGFIED PRODUCTS ARE NOT AVAILABLE THROUGH NO FAULT OF SUB-CONTRACTOR.
2. WHEN IT IS CLEARLY SEEN,IN THE JUDGMENT OF OWNER,TNAT A SUBSTITUTION WILL
8E TO OWNER'S BEST INTERESTS IN TERMS OF TIME,COST,OR OTHER CONSIDERATIONS.
C. SUBMIT A SEPARATE REOUEST FOR EACH SUBSTITUTION. PROVIDE COMPLEfE DATA
SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION,INCLUDING PRODUCT
IDENTIFICATION,MANUFACTURER'S NAME AND ADDRESS,MANUFACTURER'S LITERATURE,AND
SAMPLES AS APPLICABLE.
D. MANUFAC7URER�S WARRANTIES WILL NOT RELIEVE SUB-CONTRACTOR OF HIS LIAB�LITV UNDER THE
GUARANTEE,ONLY SUPPLEMENT THE GUARANTEE.
1.2 RECORD DRAWINGS
A FURNISH OWNER WiTH A SET OF RECORD DRAWINGS(REPRODUGBLE VELLUMS)Of IRRIGATiON
SPRINKLER SYSTEM AT CONCLUSION Of THE INSTALLAfiION.
1. OBTAIN VE�LUMS FROM LANDSCAPE ARCHITECT AT COST OF REPRODUCTION PWS 25
PERCENT
8. INDICATE IN RECORD DRAWINGS ALL CHANGES MADE TO IRRIGATION SYSTEM DESIGN.
1.3 EXTRA MATERIALS
A. FURNi$H OWNER WITH 2 EACH OF THE FOLLOWING MATERIALS FOR EACH TYPE OF VALVE
AND SPRINKLER HEAD INSTALLED IN THE SYSTEM�
1. VALVE KEYS.
2. SERVICE WRENCHES.
3. OUICK COUPLER VALVE KEYS.
4. HOSE SWNELS COMPATIBLE WITH QUICK COUPLER VALVES.
5. KEYS TO OPEN AUTOMATIC CONTROL CABINEf.
INSTALLATION
1. PRIOR TO iNSTALLATION,LAYOUT AND STAKE PRESSURE SUPPLY�MES,LATERAL LINES,AND
LOCATfON OF SPRINKLER HEADS. OBTAIN APPROVAL LAYOUT FROM LANDSCAPE
ARCHITECT,
A. IF EQUIPMENT IS INCORRECTLY LOCATED WITHOUT APPROVAL,RELOCATE PER
DIRECTIONS OF LAN�SCAPE ARCHITECT WITHOU7 ADDITIONAL COST TO OWNER.
2. CONNECT SPRINKLER IRRIGATION SYSTEM TO POINT OF CONNECTIDN(P.O.C.)INDICATED
IN DRAWINGS.
A. MAKE CONNECTIONS AT APPROXIMATE LOCATIONS SHOWN IN DRAWINGS.
B. ASSUME RESPONSIBILIlY FOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS.
TRENCHING&BACKFILLING
1. EXCAVATION INCLUDES REMOVAL OF WATER AND MATERIALS,OR OBSTRUCTIONS OF ANY
NATURE THAT WOULD INTERFERE WITH THE WORK.
2. RENOVE FROM THE SITE ExCE55 AND WASTE MATERIAL RESULTING FROM TRENCHING
OPERATIONS.
3. DIG iRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH.
A. LAY PIPE TO AN EVEN GRADE. FOLLOW LAYOUT FOR TRENCHING EXCAVATION
INDtCATED IN DRAWINGS AND/S NOTED.
4. COVERAGES
A. PROVIDE MINIMUM COVER OF 18 INCHES FOR PRESSURE SUPPLY LWES.
B. PROVIDE MINIMUM COVER OF 15 INCHES fOR ALL NON-PRESSURE LiNES INDiCATED
IN DRAWINGS.
C. PROVIDE MINIMUM COVER OF 24 INCHES OVER PIPE UNDER VEHICULAR WAYS.
D. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRING.
E. PROVIDE 3 INCH SAND BACKFILL,ALL SIDES OF PVC PIPE,WHERE SOILS CONTAIN
GREATER THAN 50%ROCKS OR OTHER MATERIAL 1/2 INCH OR LARGER IN DIAMETER
WITHIN NATIVE BACKFILL MATERIAL
COMPACTION
1. COMPACT BACKFILL FOR TRENCHING TO A DRY DENSITY EOUAI TO A0.IACENT
UNDISTURBED SOIL IN PLANTINC AREAS AND TO 90R IN PAVED AREAS.
2. CONFORM TO ADJACENT GRADES WITHOUT DIPS.SUNKEN AREAS.HUMPS.OR OTHER
IRREGULARITIES.
3. PUCE INITIAL BACKFI�L ON AL�LINES OF A FINE GRANULAR MATERIAL.
4. FOREIGN MATTER LARGER THAN 1/2�NCH IN SIZE WILL NOT BE PERMITTED.
5. IF SEffLEMENT OCCURS AND ADJUSTMENTS IN PIPE,VALVES,SPRINKLER HEADS,UWN
OR PLqNTING.OR OTHER CONSTRUCTION ARE NECESSARY,MAKE REOUIRED AD,JUSTMENTS
WITHOUT ADDITIONAL COST TO OWNER.
HANDLING OF PIPE
1. INSTALL PVC PIPE ALLOWING A SMALL AMOUNT OF EXCE55 LENGTH IN THE LINE TO
COMPENSATE FOR CONTRACTION OR EXPANSION Of THE PIPE.
A. ACCOMPLtSN EXCE55 LENGTH B�'"SNAKING"THE LINE IN THE TRENCH DURING
TIME OF INSTALLATION.
2. HANDLE AND ASSEMBLE PIPE,FITTINGS,AND ACCESSORIES BY SKILLED TRADESMEN
USINC APPROVED METHODS AND TOOLS. EXERCISE CARE TO PREVENT DAMACE TO
MATERIALS OR EOUIPMENT.
A. KEEP INTERIOR OF PIPES,FITTINGS,AND ACCESSORIES CLEAN AT ALL TIMES.
CLOSE OPENINGS IN PIPING RUNS AT THE END OF WORK EACH DAY i0 PREVENT
ENTRY OF FOREIGN MATERIALS.
B. BENDINC OF CALVANIZED STEEL PIPE WILL NOT BE PERMITfED.
3. PERFORM JOINTING BY COMPETENT TRADESMEN$PECIALLY TRAINED IN THE iYPE OF
WORK REQUIRED,USING TOOLS AND EQUIPMENT RECOMMENDED BY THE
MANUFACTURERS OF THE PIPE,FITTINGS,OR EQUIPMENT
A. TAKE EVERY PRECAUTION TO SECURE A PERMANENT,WATER-TIGHT JOINT
BETWEEN EACH LENGTH OF PiaE.
8. JOINTING PROCEDURES AND METH005 ADOPTED BV CONTRACTOR SHALL BE IN
STRICT ACCORDANCE WITH RECOMMENDATIONS OF MANUFACTURER OF JOINTING
MATERIAL USED.
1.4 WARRANTY
A. FURNISH OWNER WITH GUARANTEE THAT IRRIGATION SPRINKLER SVSTEM IS FREE FROM
DEFECTS IN MATERIALS AND WORKMANSHIP,AND THE WORK HAS BEEN COMPLETED IN
ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS,ORDINARY WEAR AND TEAR, UNUSUAL
ABUSE,OR NEGLECT ACCEPTE�.
B. PROVIDE GUARANTEE FOR REPAIR OR REPLACEMENT OF DEFECTS�N IAATERiAL OR
WORKMANSHIP,SETTLING OF BACKFILLED TRENCHES,AND TO REPAIR OR REPLACE DAMACE
RESULTING FROM THE REPAIRS OR REPLACEMENTS OF DEFECTS WITHOUT ADDITIONAL COST TO
OWNER
C MAKE REPAIRS�JR REP;ACEMENTS,'NC:UD!NG COMPLETE RESTCRA?IDN OF DAMAGEC
pLANTING,PAVING,OR OTHER IbIPROVEMENTS OF ANY KIND,WITHIN A REPSONABLE TIME
AS DEfERMINED BY OWNER,AfTER RECEIPT OF WRITTEN NOTICE.
D. IN THE EVENT OF FAILURE BY CONTRACTOR TO NAKE REPAIRS OR REPLACEMENTS WITHIN A
TEN DAYS AFTER RECEIPT OF WRITTEN NOTICE.REPAIRS OR REPLACEMENTS WILL BE
MADE B�OTHERS AT THE EXPENSE OF SUB-CONTRACTOR.
E. WARRANIY PERIOD FOR IRRIGATION SPRINKLER SYSTEM, 1 YEAR FROM DATE OF ACCEPTANCE
BY OWNER.
1.5 LANDSCAPE MAINTENANCE AND GUARANTEE
A. PROViDE MAINTENANCE FOR PLANTING AND IRRIGATION FOR 60 CALENDAR DAYS AFfER STAGE
ACCEPTANCE
1. WORK INCWDES,BUT IS NOT LIMITED T0,WATERING,WEEDING,MOWING,FERTILIZING,
CULTNATING,SPRAYING,CUTTING,AND PRUNING NECESSARY TO KEEP PLANTS IN A
HEALTHY GROWING CONDITION,AND TO KEEP PLANTED AREAS NEAT AND ATTRACTIVE
IN APPEARANCE THROUGHOUT MAINTENANCE PERIOD.
2. IMMEDIATELY REPLACE DAMAGED,UNHEALTHY,OR DEAD TREES,SHRUBS,AND
GROUND COVERS WITH SIZE AND KiND INDICATED IN DRAWINGS.
3. PRIOR TO END OF MA�NTENANCE PERIOD,APPLY FERTILIZED'D'(15-2-fi)AT THE RATE
OF 4 POUNDS PER 1,000 SOUARE FEET UNIFORMLY OVER ALL PLANTING AREAS.
4. UPON COMPLEfION OF INITIAL 60 DAY MAINTENANCE PERIOD,NOTIFY LANDSCAPE
ARCHITECT 48 HOURS PRIOR TO DATE OF INITIAL INSPECTION.
B. GUARANTEE THAT PLPNTS AND PLANTING AREAS ARE IN HEALTHY,THRIVING CONDITION FOR
AN ADDITIONAL 60 DAYS AFTER INITIAL ACCEPTANCE OF PROJECT BY UNDSCAPE ARCHITECT.
1. FINAL ACCEPTANCE MAY BE GRANTED AT THIS TIME!S DEfERMMED BY LANDSCAPE
ARCHITECT.
2.o PROOUCrs
2.1 IRRIGATION SPRINKLER MATERIALS
A. PVC PLASTIC PIPE AND FITTINGS
1. MAIN LINE(PRESSURE)PIPING,TYPE 1120-1220 SCHEDULE 40,NSF APPROVED,
LASCO,JOHNS MANNLLE,OR APPROVED EQUAL.
A. MAIN LINE PVC PIPE FITTINGS,iYPE 1-11 SCHEDULE 40,NSF APPROVED.
2. LATERAL(NON-PRESSURE)LINE PIPING,TVPE 1120-1220 SCHEDULE 40,CLASS
200.NcF AP?ROV�D,�SCO,JOF'.NS MANV!L'E,Oft AooROVE^EOU4L.
A. LATERAL PVC PIPE FITTINGS,TYPE 1-�1 SCHEDULE 40,NSF APPROVED,
LASCO,SLOANS,OR APPROVED EOUAL.
3. SOLVENT,TYPE APPROVED BY MANUFACTURER OF PIPE AND FITTINGS. USE SCHEDULE
80 PVC ThiREADED NIPPLES IN RISER ASSEMBUES.
4. USE ONLY PVC PLASTIC PIPE FREE FROM BLISTERS,INTERNAL STRIATIONS, DENTS,
WRINKLES,CRACKS,HOLES,FOREIGN MATERIALS,SMOOTH INTERIOR WALL WITH A GLASS-
LIKE APPEARANCE.
A. CONTINUOUSLY AND PERMANENTLY MARK EACH PIPE WITH MANUFACTURER'S
NAME.KIND OF PIPE,MATERIAL,SIZE SCHEDULE OR iYPE.AND MANUFACTURER'S
OUALIIY CONTROL IDENTIFICATION.
B. GALVANIZED PIPE AND FITTINGS
1. WHERE INDICATED IN DRAWINGS,USE ASA SCHEDULE 40 MIL�STEEL SCREWED
PIPE,GA�VANIZED,WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON
FITfINGS.
A. GALVANIZED COUPUNGS MAY BE MERCHANT COUPLING.
C. CUT PIPE CUT STRAIGHT AND TRUE. "
D. A'?ER CUTTING,REAM OU?ENDS TC T4E FULL INS!^E D!AME?ER 0�?NE o�PE.
E. IN CHANGING PIPE DEPTHS,USE 450 ELBOWS.
F. SPRINKLER HEADS
t. INSTALL TURF HEADS,WHERE ADJACENT TO FIXED 0&lECTS SUCH AS HEADERBOARDS,
CURBS,OR MOWING STRIPS,SO POWERED EDGtNG TOOLS CAN PA55 BETWEEN TURF
HEAD AND FIXED OBJECT WITHOUT DIFFICULTY.
2. LOCATE SHRUB HEADS MINIMUM 12 INCHES FROM BACK OF CURBS AND EDGE OF
WALKWAYS WHEN SF1RU8 HEAD IS MOUNTED ABOVE GRADE ON A RISER.
G. CONTROL VALVES
1. INSTALL ELECTRIC,NORMALLY CLOSED ANGLE CONTROL VALVES/S INDICATED IN
DRAWINGS AND AS SPEC�FlED BY MANUFACTURER.
2. SET VALVES IN VERTICAL POSITION,HOUSED IN AMETEK OR EOUAL VALVE BOX WITH
REMOVABLE COVER,FLUSH WITH FINISHED GRADE.WHEREVER POSSIBLE,INSTALL IN A
SHRUB AREA.
H. ELECTRICAL WORK
7. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,THE
STATE OF CALIFORNIA ELECTRICAL SAFEfY ORDERS,OTHER APPLICABLE STATE AND LOCAL
CODES AND REGULATIONS.
2. ASSUME RESPONSIBILITY FOR THE COORDINATION OF ALL ELECTRICAL SERVICE
CONNECTIONS TO THE CONTROLLER.
I. FIELD QUALITY CONTROL
1. FlUSH PIPES BY REMOVING HEADS AND OPERATING THE SYSTEM AT FULL PRESSURE
UNTIL ALL RUST,SCALE,SAND.EfC.,IS REMOVED.
0. DIVERT FLUSHING WATER TO PREVENT PONOING OR SOIL EROSION.
2. TEST PIPING UNDER FULL PRESSURE,WITH RISERS CAPPED FOR A PERIOD OF TWO
HOURS.
3. INSPEC7 PIPE FOR LEAKS.
A. CORRECT ANr�EAKAGE DISCOVERED DURING TE5T5.
4. REPEAT TESTS UNT1L SATISfACTORY.
5. TEST SPRINKLER HEADS:
A. TO DETERMINE THAT THEY FUNCTION ACCORDING TO MANUFACTURER'S DATA,AND
B. TO DEfERMINE THAT THE INSTALLATION WILL PROVIDE DESIGN COVERAGE.
6. ALLOW OR CAUSE WORK TO BE COVERED UP OR ENCLOSED ONLY AFTER IT HAS BEEN
INSPECTED,TESTED,AND APPROVED BV LANDSCAPE ARCHI7ECT
A. SHOULD ANY WORK BE CLOSED OR COVERED UP BEFORE INSPECTION ANO TESTS
ARE SATISFACTORILY COMPLETED,UNCOVER THE WORK,ANO AFTER IT HAS BEEN
INSPECTED,TESTED,AND APPROVED.MAKE ALL REPAIRS WITH MATERiA�S AS MAr
BE NECESSARY TO RESTORE DISTURBED WORK TO ITS ORiGiNAL AND PROPER
CONDITION WITHOUT ADDITIONAL COST i0 OWNER.
3.2 LANDSCAPE PLANTING PROCEDURES
A. CLEARING dc GRUBBING
1. PRESERVE EXISTINC TREES iN AN UNDISTURBED CONDITION.
2. ROUGH GRADE EARTHEN MOUNDS TO CONTOURS INDICATED ih DRAWINGS.
3. CONSTRUCT MOUNDS WITH ENOUGH EXCESS MA7ERIAL TO ALLOW FOR FUTURE
SETTLEMENT.
A. FINAL LOCATION OF MOUNDS SHALL NOT CONFUCT WITH EXISTING UTIUTIES.UTILITY
BOXES,vALVE BOxES,ETC.
4. NO COMPACTiON WILL BE ALLOWED,EXCEPT FOR NORMAL GRADING AND SHAPING
OPERATIONS.
5. UPON COMPLETION OF GRADING OPERATIONS,SPREAD EXCE55 MATERIAL IN AREAS
OIRECTED BV LANDSCAPE ARCHITECT.
B. SOIL CONDITIONS
1. CULTIVATE PIANTED AREAS TO A LIGHT AND FRIABLE CONSISTENCY. UNIFORMLY TILL THE
C. CONTROL WIRE
1. DIREC7 BURIAL REMCTE CONTRO�WIRES,U.L.APPROVED TYPE U.F. MINIMUM OF
4/64 INCH NNYL INSULATION. CONSULi VALVE MANUFACTURER'S CURRENT WIRE SIZING
CHnR?FOR REOUIRED WIRE 512ES.
2. COMMON RETURN WiRE=WHITE,PILOT WIRE= RED.ORANGE,OR BV+CK.
3. MAKE SPLICES WIiN'SCOTCM LOK"N0.3577 CONNECTOR SEALING pACKS,OR
APPROVED EQUAL.
D. SPRINKLER HEADS.REMOTE CONTROL VALVES.
AUTOMATIC CONTROLLER,QUICK COUPLER
�. TYPE,SIZE,AND LOCATION INOICATED IN DRAWINGS.
2. LOCATE REMOTE CONTROL VALVES AND DUICK COUPLERS A MA%IMUM OF 12
INCHES FROM CURB,WALK,OR HEADERBOARD.
E. BACKFLOW PREVENTION
1. BACKFLOW PREVENTERS tS�NDICATED IN DRAWINGS OR AS APPROVED BY LOCAL
GOVERNING BOOY.
2. DO NOT LOCATE IN�AWN AREAS.
3. SCREEN UNIT WITH PLANT MATERIAL SHOWN ON PLANTING PLAN IN LOCATION OF
BACKFLOW PREVENTER OR ELSEWHERE ON S�TE WHEN DIRECTED BY LANDSCAPE
ARCHITECT.
4. AVOID USiNG PVC PIPiNG IN BACKFLOW PREVENTER ASSEAIBLIES.
F. VALVE BOXES
1. CONTROL VALVE BOXES,AMETEK N0. 10-70-00 WITH GREEN COVER LID N0. 10-
173-OOa,OR EOUAL. PROVIDE EXTENSIONS IF REOUIRED.
22 LANDSCAPE PIANTING MATERIALS
A. SOIL
1. EXISTING SURFACE SOiL,UNLE55 OTHERWiSE iNDiCATED Inl DRAWINGS,FREE FROM
SUBSOIL,REFUSE.ROOTS.MEAW OR STIFF CIAY,ROCKS.STiCKS, BRUSH OR OTHER
DELETERIOUS MATERIALS.
2. NATNE SOIL,MATERIAL E%CAVATED FROM Pt1�NTING HOLES,FREE FROM ROCK OVER 1/2
INCH IN DIAMETER.
3. IMPORTED SOIL,IF REOUIRED,SANDV LOAM TEXTURE.
A. SUBMIT SOIL SAMPLES AND ANALYSIS OF IMPORTED SOIL TO LANDSCAPE
ARCHITECT FOR APPROVAL PRIOR TO DELNERY TO PRQIECT SITE.
8. SMOULD UNDSCAPE ARCHITECT REJECT ANY PORTION OF DELNERED SOIL,fOR ANY
REASON,SELECT SOIL MATERIAL FROM A DIFFERENT SOURCE AND RESUBMIT TO
LANDSCAPE ARCHITECT FOR APPROVAL WITMOUT ADDITIONAL COST TO OWNER.
B. FERTILIZERS AND SOIL AMENDMENTS
1. COMMERCIAL GRADE FERTILIZERS AND SOIL AMENDMENTS,UNIFORM IN COMPOSITION,
DRY AND FREE-FLOWiNG,DELIVERED TO SITE IN ORIGINAL.UNOPENED CONTAINERS,
EACH BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS.
2. MATERIAL WHICH BECOMES CAKED OR OTHERWISE DAMAGED,MAKING IT UNSUITABLE
FOR USE.WiLL BE REJECTED.
A. FERTILIZER'A': FERTILIZER FOR GENERAL SOIL FERTILITY�MPROVEMENT IN ALL
TURF AND PLANTING AREAS SHALL BE PELLEfED TYPE HAVING
A N6-P20-K20 FORMULA.
8. FERTILIZER'8': FERTILIZER TO BE APPLIED TO UWN AREAS PRIOR TO
SEEDING OR SODDING SHALL BE PELLETED iYPE HAVING
N6-P2-KO(WITH 19.IRON).
C. FERTILIZER'C': FERTILIZER TO BE INCORPORATED IN EACH PLANT PIT SHALL
BE A PIANT TAB WITH FORMULA N2D-P10-K5,SUCH AS
AGRiFORM.
D. FERT�L�ZER'D': FERTILIZER TO BE APPLIED TO LAWN AREAS AFTER TURF IS
ESTABLISHED AND AROUND INSTALLED CONTAINER PLANTS
DURiNG THE MAINTENANCE PERIOD SHALL BE PELLETED IYPE
COMBINATION CHEMICAL ORGANIC FORMULA N15-P2-K6.
E SOIL AMENDMENT: RECYCLED COMPDST MATERIAL, '
FOLLOWING MATERIAL,PER 7,000 SOUARE fEET,INiO IMt lUP 6 INCHES 01 501�,USING
A ROTOTILLER OR SIMILAR MACHINE,THEN THOROUGHLY WATER
6 CU.YDS. - RECYCLED COMPOST MATERIAL(SOIL AMENDMENT)
25 LBS. - FERTILIZER A'
15 LBS. - SOIL SULPHER
2. CULTIVATE EXISTING PLANTING AREAS WITH HAND TOOLS.
3. PREPARED SOiL MI%FOR BACKFILL IN PITS FOR TREES.VINES,AND SHRUBS.CONSISTING
OF THE FOLLOWING:
1/3 YD. - RECYCLED COMPOST MATERWL(SOIL AMENDMENT)
2/3 YD. - NATNE SOIL
1 L8. - IRON SULPFiATE
AND FERTILIZER'C'AS fOLLONS
1 GAL: 1-TAB
5 GAL: 2-TABS
15 GAL: 4-TABS
6-8 TABS FOR BOXED MATERIAL
4. CONDUCT SOIL PREPPRATION AND PIANTING OPERATIONS ONLY UNDER FAVORABLE
WEATHER CONDITIONS. SOIL SHALL NOT BE WORKED WHEN EXCESSIVELY DRY OR WET.
A. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO STOP WORK TAKiNG PLACE DURiNG
A PERIOD WHEN CONDITIONS ARE CONSIDERED DEfRIMENTAL TO SDIL STRUCTURE
OR PLANT GROWfN.
C. PLANTING TREES,SHRUBS,&VINES
1. DIG PITS FOR PLANTS SQUARE PER DEfAIL IN DRAWINGS.
A. IEVEL SIZE OF PITS SHALL BE 2 TIMES DIAMETER OF ROOT BALL,AND ONE-HALF
AGAIN AS DEEP!S THE DEPTH OF R00T BALL.
S. SO�L AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARIfYING TO ENSURE R00T
PENEfRATION. AVOID SAIOOTH CIRCULAR SIDES.
2. BACKFILL PITS WRH"PREPARED SOIL'TO THE BOTTOM OF THE R00T BALL. THEN SET
THE PLANT IN AN UPRiGHT POSITION iN CENTER OF HOLE. BACKFILL SPACE AROUND IT
WITH PLANTING MIX.
A WHEN THE BACKFILI AROUND THE PLANT IS APPROXIMATELY TWO-THIRDS
COMPLETED,THOROUGHLY WATER. BACKFILL COMPLETE TO THE GRADE OF THE
SURROUNDING AREA.
B. THE CROWN OF THE PLANT SHALL BE 1-1/2 INCHES ABOVE(MINIMUM)FINISHED
GRADE.
3. PREPARE A SOIL RING AT LEAST 3 INCHES HIGH AND AS WIDE AS ROOT BALL AROUND
EACH PLANT(NOT IN A TURF AREA)TD REfAIN WATER.
A. WATER THOROUGHLY TO ELIMINATE AIR PpCKETS.
B. REMOVE TURF W A 24 INCH DIAMETER RING AROUND EACH TREE&4SE IN TURf
AREAS.
D. PLANTING GROUND COVERS
1. PLANTING SW�LL TAKE PIACE IN THE EXISTING PREPARED M015T AND FR�ABLE SOIL,
NEVER DRY OR WET AND SOGGY.
A. THE MO�ST CONDITION SHALL EXTEND TO THE FULL DEPTH OF CULTIVATION.
2. SPACE GROUND COVER PUNTS AS INDICATED IN DRAWINGS AND IN THE PLANT LIST.
3. PLANT IN EVENLY SPACED ROWS NryTH STAGGERED TRIANGULAR SPACING AND AROUND
SHRUBS AND TREES TO WiTHIN ONE F00T.
4. NO GROUND CDVER SHALL BE PLANTED LESS THAN ONE-HALF OF iHE SPECiFlED SPACING
FROM ANY CURB OR WALKWAY.
E. PLANTING TURF Gi?ASS
1, AF�ER N.�SOIi AMENQMENT AMp FERTILiZERS hiAVE BfEN APPLIED AND CULTn/ATEO
.INTO SO�L,.FINE.GRppE ALL ARFAS. . - . � � �
� -�2.� REMOV£RIDGES ANb DEPRESSIONS. ARFAS SHALL BE SMODTH,CONi1NU0US,FiRM
� . -�PLANES THAT�ENSURE�PRDPER SURFACE"DRAINAGE�. � - � � � �
. .3. .REMOVE.ROCKS,SOIL�-�1NPS,.ANII DELETERIOUS..AAATEPoALS�LARGER THAN 7 INCH,.RA
. �ANp COMPACT.qR�pS WITH�A�2{30 POUND.ROkI.ER.. � . � . .
�- �4�. AV07D�ADDl110NAL�COMIAAC7fON�Or-THE�SOILS��AFTER�TREATMENT.- DO�NOT�PERMIT �
� VEH(CUUR OR-EOl1{pMIEN7 TRAFfIC�OVER AREAS. � �
F. IRON SUIfATE: STANDARD COMMERCIA� BRAND.
C. WOOD CHIP MULCH
1. A��PLANTED AREAS,EXCEPT TURF,SHAL�RECENE A TOP DRESSING OF MULCH �
CONSISTING OF RECYCLED,OYED WOOD CHIPS OR FIR CHIPS,MEDiAN GRiND 3/8 70 �I
TO 3/4`DIAMETER. SHREDDED BARK IS UNACCEPTABLE. '�
D. PLANT MATERIAL
� CONFORM PLqNT MATERIAL,INDICATED iN DRAWiNCS Bv THE�ISTED NAMES,TO
"`'TANDARC P;ANT NAMES",SEC.^.ND ECI?I,^,N. EXCEPT�OR NAMES NOT INCLUDED,
FOLLOW THE ESTABLISHED CUSTOMS OF THE NURSERY TRADE.
2. ALL PUNTS SHALL BE TRUE TO NAME. TAG ONE OF EACH BUNDLE OR LOT WITM THE
NAME AND$IZE OF THE PLANT,IN ACCORDANCE WITH$TANDARDS OF PRACTICE
RECOMMENDED BY AMERICAN ASSOCIATION OF NURSERYMEN.
3. ALL PLANT MATERIALS SHALL MEET THE SPECIFICATIONS OF FEDERAL,STATE,AND
COUNTV�A,WS,REOUIRING INSPECTION FOR PLANT DISEASES AND INSECT iNFESTATiONS.
4. PUNTS SHALL BE SYMMETRICAL,TYPICAL FOR VARIETY AND SPECIES,SOUND,HEALTHY,
VIGOROUS,FREE FROM PLANT DISEASES,INSECT PESTS,OR OTHER EGGS,WiTH
HEALTHY,NORMAL ROOT SYSTEMS,WELL FiLUNG THEIR CONTAINERS,BUT NOT TO THE
POINT OF BEING ROOT BOUND.
5. USE ONLY PLANT MATERIALS THAT ARE FIRS1 CLASS REPRESENTATIVE OF THE SPECIES
AND CULTIVARS SPECIFlED AND THAT CONFORM TO ALL STATE AND LOCAL LANS
GOVERNING THE SALE,TRANSPORTATION,ANO INSPECTION OF PLANT MATERIALS.
6. PROVIDE ONLV PLANTS WITH STRAIGH?,SINGLE TRUNKS,UN�E55 OTHERWISE INDICATED
IN DRAWINGS.
7. THOSE SPECIFIED TO BE MULTi-TRUNK SHALL HAVE A7 LEAST THREE MAIN LEADERS
FROM THE BASE.
8. PLANTS THAT HAVE ENCIRCLING ROOTS,NOT ROOT BOUND,SHALL HAVE ROOTBALLS LIGHTLY
SLASHED ON n MINiMUM OF 3 SIDES TO STOP ENCiRCUNG R00T GROWTH.
9. TNE HEIGHT AND SPREAD OF PLANT MATERIALS SHALL BE MEASUREO WITN BRANCHES
IN THEIR NORMAL POS�TION. MEASURE SIZES OF PLANTS ON THE PLANi LIST.
A. 5 AND 15 GALLON CAN CONTAINER STOCK SHALL HAVE BEEN GROWN IN THAT
CONTAINER NOT LESS THAN SIX(6)MONTHS,BUT SHALL NOT HAVE BEEN
OVERGROWN IN THE CONTAINERS SO AS TO HAVE BECOME R00T BOUND.
B. 15 GALLON CAN CONTAINER STOCK SHALL HAVE A PLANTED HEIGHT OF 6 FEET WITH
1 INCH CALIPER TRUNK.
2.3 SOURCE QUALI71'CONTROL
A. PERfORM INSPECTIONS OF CONSTRUCTION FOR THE FOLLOWING PARTS OF THE WORK:
1. INSPECTION UPON COMPLETION OF PRELIMINARY FINISH GRADING AND IRRIGATION
SPRINKIER SYSTEM.
2. INSPECTION OF PLANTS PRIOR TO LAVOUT.
3. LAYOUT INSPECTION OF SPOTTED PLANTS.
4. INITIAL INSPECTION UPON COMPLEf10N OF PLANTiNG AND TREE STAKING,PRiOR TO �
COMMENCEMENT OF MAtNTENANCE PERIOD. ,
5. FINAL�NSPECTION AT CONCLUSION OF ADDITIONAL 60 DAY LANDSCAPE MAINTENANCE�: � -
PERIOD. � �� .�
B. LISTED INSPECTIONS WILL BE MADE BY LANDSCAPE ARCHITECT OR AN AUTHORIZED � -
REPRESENTATIVE. :. ; � ,
i. REQUEST INSPECTION BY LANDSCAPE ARCHITECT AT LEASi 48 HOURS IN ADVANCE�'�. � -
TIME INSPECTION IS REOUIRED. s�� .�,y�.L��,
3.0 EXECUTION
3.1 IRRIGATION SPRINKLER SYSTEM
A. PREPARATION
1. COORDINATE INSTALLATION OF SPRINKLER MATERIALS,INCWDING PIPE,TO ELIMINAT�
INTERFERENCE WITH,OR DIFFICULTY IN PLANTING SHRU85,TREES,GROUND COVER,
EXISTING OR PROPOSED UTILITIES.AND OTHER CONSTRUCTION. RESTORE TO ORIGINAL
CONTOURS AND ESTABLISHED GRADES CHANGED DURING COURSE OF THE WORK.
G.
3.3
A.
��A. �M THE EVEPFT OF�SUCFI COMPACTION,�CONTRACTOR�WiLL BE REQUIREfl T0. .
RECULTIVATE CORIPACiED AREAS.
5. SODDiNG: RAKE AREAS TO FiNiSH GRADE E�EVASiON TO 1 �NCH LOWER TH�4N
ADJACENT PAViNG TO ACCOMMODATE SQD THICKNESS. . . .
� A. SPREAD 20 PQUNDS PER 7�;000 SOUAftE FEET OF FERTILJZER'B�-ON�SOIL
� � �SURf'ACES�-PRlOR TO�SODOING.- �THEN-�AIEAiLY�INSIALL S00�LA85. �� �
� �B. 57AGGER�END JOINTS,TIGHTLY JOINTED WITH NO�YISIBLE SPACES.� �
C. LIGHTLY WATER AND ROLL ENTIRE AREAS. THEN HEAVILY WATER TO kSSURE WAl
�RENETRATION�DF AT LETiST A�DEPTH��OF-8�1NC}IES.�� �� � � �
6. SfiEDIMG: APPLY FERTILIZER-'8'�TO FINISFI�GRADED�SURFACES AT THE RATE AF�4 �
. .POUNDS.PER.1.OpD�SQUARE FEET. . . . . . . .
A �USE��ONLY SEE�THAT�IS WEED FREE,-FAESH,-RfCLEAPIED,�GRADE�A,NEW��CROP�
CONSiST1NG flF TME PERCENTAGE OF klx AS DESCRFBE�Hv DRAWINGS.
B. IABE�SEfD lN ACCOR�ANCE wlT+i TNE u.5.QEPARTMENT OF AGRiCULTURE
� RULES AriD REGULATIONS UND£R THE FEDERAL�SEED ACT PRESENTLY W EFF£CT
� AND SHALL�BE�DEiWEHED TO�FRpJECT SITE�IN�BAGS.BEARING DEALER'�S�kA8E1��
.. . ...GUARANTEED�RNALY56... . . . . . . . . .
C. SOVY SEED W 2 QIRfCT10N5 AT A t0?AL G4MBINED RATE Of 10 POtiNDS pER
1.000 SOUARE FEET.
� D. �SOW�SEED�BY.fXPER1EfiCED PERSONNEL AT A�TiNE�WH�N LiTfLE�OR�NO WIND Y
. .�BL6WING.. . .. ... . � . � . .
E. LIGHT�Y RAKE INTO TOP 1/8 INCH OF SDIL. �
F D0.-NOi MOW UNFIL�TURF IS 2.-1/2�1NCHES.NIGH,AND F(IR 1NIT�RL NOYIING DO��
. NOT MOW LOWER THAN 1-1/2�INCHES REMOVE ALL�-CLlPPM1G5. � � . .
FERTILI2ING WRING MAMTENANCE: APPLY FERTILIZER'D',30 CALENOAR�DAYS AFTER
A. REPEAT EVERY 30 DAYS THROUGH MAINTENANCE.
WEED CONTROL,PEST CONTROL,8 MULCHING
1. WEED CONTROL MATERIAL SNnLL 8E A PRE-EMERGENT HERBiCIDE,TRIFLUROLIN(TREFLAN)
OR DIPHENAMID(DYMID OR ENIDEI OR APPROVED EOUAL,APPLIED ON PIANTED
AREAS.DON'T APPLV TO TURF DE�/ELOPED ARElS.
2. CONSIDER R PART OF CONiRACTOR'S WORK TO CONTROL ON-SITE OR NEARBY PESTS THAT
ARE DISTURBING THE CONDITION OF LANOSCAPE IMPROVEMENTS.
3. CONTROL Of PESTS INCLUDES,BUT IS NOT LIMITED TO RODENTS,RABBITS,INSECTS,
DEER,ETC.
4. REPAIR DAMAGE THAT OCCURS TO THE ORIGINAL CONDITION OF IMPROVEMENTS,
INCLUDING REPLACEMENT OF PLANT MATERIAL WHEN REOUIRED,WITHOUT ADDITIONAL
COST TO OWNER.
5. SPREAD BARK CHIP MULCH EVENLY OVER ENTIRE PLANTED ARE0.EXCEPT TURF
DEVELOPED AREAS,TO A MINIMUM DEPTH OF 2�.
PRELIMINARY INSPECTION AND STAGE ACCEPTANCE
1. UPON COMPLEf10N OF PLqNTING WORK,NOTIFY tANDSCAPE ARCHITECT THAT PROJECT
IS READY FOR INSPECTION.
2. UPON INSPECTIDN,IF LANDSCAPE ARCHITEC7 FINDS ENTIRE PROJECT CDMPLEfE AND
IN COMPLIANCE WITH DRAWINGS AND SPECIFlCATIONS,STAGE ACCEPTANCE WILL 8E
GRANTED.
3. IF ASPECTS OF PROJECT ARE INCOMPLEiE OR IMPROPERLY INSTALI_ED,CONTRACTOR WILI
BE NOT�FIED AND HAVE 5 WORKING DAVS IN WHICH TO CORRECT OR COMPLETE THE
WORK.
4. STAGE ACCEPTANCE WIIL BE CNEN ONLY WHEN ALL WORK IS CORRECT AND CDMPLETE.
S. THE STAGE ACCEPTANCE BY LANDSCAPE ARCHiTECT OF LANOSCAPE PR0.IECT WiLL
ESTABUSH THE BEGINNING OF PUNT MAINTENANCE PERiOD. "
CLEANING
UPON COMPLEf10N OF WORK,REMOVE EXCESS MATERNLS,RUBBISH,OEBR15,M1D
SUB-CONTRACTOR'S CONSTRUCTION AND INSTALLATiON EOUIPMENT fROM THE PREMISES.
FlNAL INSPECTION OF THE WORK WILL BE MADE BY LANDSCAPE ARCHITECT iN THE
PRESENCE OF THE SUB-CONTRACTOR WHEN WORK IS COMPLETED. NOTIFICATION SHALL BE
MADE BY THE CONTRACTOR 48 HOURS IN ADVANCE OF SUCH INSPECTION.
APPLE
10725 NORTH DE ANZA BLVD.
Cupertino,CA 95014
DE ANZA 08
k W KIER&WRIGHT
CIVIL ENGINEERS&SURVEYORS,INC.
3350 Scot[Boulevard,Bullding 22 (408)727 6665
Santa Clara,Callfornla 95054 fax(408)727 564 i
�REED ASSOCIATES
LANDSCAPE ARCHITECTURE
477 SOUTH TAAFFE STREET
SUNNWALE, CALIFORNIA 94086
4 - !4 4 1- 22FAX
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