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DIR-2014-32b 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 Development -;:-'"� U�2%�—_... ��'�`�� Prepared by: Gian Paolo Martire, Assistant Planner ,✓ Date: September 29, 2014 Subject: Director's Minor Modification, DIR-2014-32, to allow minor site and landscape improvements, and a Tree Removal Permit (TR-2014-49) to allow the removal and replacement of seven (7) trees due to conflict with proposed improvements, located at an existing office center on Bubb Road. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Jessica Henderson, representing Apple, is requesting approval to allow site modifications with associated landscaping and site improvements at a Light Industrial zoned property located at 10411 Bubb Road. Site Improvements The applicant proposes to upgrade the existing landscaping in order to facilitate various site improvements. The upgrades include: • New drought tolerant landscaping and water efficient irrigation system • Removal and replacement of existing parking lot trees along the western property line (see Tree Removals) • New bicycle racks and lockers per city standards • Improved accessible walkway connection from the public sidewalk to the building • New exterior patio area facing Bubb Road with added site furnishings The proposed landscaping has modified a prior Tree Removal Permit (TR-2014-26). Rather than replacing the nine (9) protected trees with the proposed fifteen (15) 24" box trees, they are proposing eight (8) 36" box, nine (9) 48" box, and six (6) 24" box tree replacements of varied species. The replacement trees and landscaping features are in compliance with the City's Parking, Landscape, and Protected Tree Ordinances. No reduction in parking stalls is proposed. DIR-2014-32 Page 2 10411 Bubb Road Tree Removals The applicant also proposes to remove seven (7) trees along the western property line to facilitate the site improvements. It should be noted that none of the trees are specimen trees per the City's protected tree ordinance. Although the applicant will be required to plant ten (10) 24-inch box trees in order to mitigate the trees being removed, they are proposing to plant thirteen (13) 24-inch box trees. The final location and species of the tree replacements will be reviewed by staff in conjunction with the building permit review. ACTION The Director of Community Development deems the modification minor and approves the Director's Minor Modification and Tree Removal Permit with the following conditions of approval: l. APPROVED EXHIBITS Approval is based on the plan set consisting of eleven (11) sheets received on September 5, 2014 labeled C1.0, C2.0, C3.0, L0.1, L0.2, L1.0, L1.1, L2.0, L2.1, L4.0, and L4.1, entitled, "Apple Bubb 16 Sitework Phase 2" drawn by Kier & Wright; except as may be amended by conditions in this resolution. 2. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 3. PREVIOUS CONDITIONS OF APPROVAL All prior conditions of approval through past approvals shall remain in effect unless superseded by or in conflict with subsequent conditions of approval, including conditions of approval for DIR- 2013-17 and DIR-2014-17. 4. UTILITY SCREENING All new or relocated utility structures, including, but not limited to backflow preventers, fire department connections, and post-inlet vales, shall be screened to the satisfaction of the Director of Community Development. 5. LANDSCAPE PROjECT 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. 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 Prior to issuance of final occupancy, a landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation systems have been installed. The findings of the assessment shall be consolidated into a landscape installation report. DIR-2014-32 Page 3 10411 Bubb Road 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 Prior to issuance of final occupancy, 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. 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. TREE REMOVAL Prior to removal and replacement of trees as part of the parking lot and site improvements, applicant shall receive approval and exhaust the appeal period for tree removal permit TR-2014-49. 9. 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. 10. 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, DIR-2014-32 Page 4 10411 Bubb Road 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 Director's Minor Modification is effective September 25, 2014, 2014. The fourteen calendar day appeal period will expire on October 9, 2014. Enclosures: Plan set G:\Planning\PDREPORT\DIRreports\2014\DIR-2014-32.doc VICINITY MAP "ACCESSIBIUTY NOTi�S PROJECT SHEET INDEX - ---- ---- - - ------�=- --- ---------------- -- a . , S�P�e.,,,..:R�r-. �" ALL 511E WORK SHA��BE iN(;ONF�!F2MANC;E W��IH li'(_F 2d pF iNE CA:.!FCIRNIA AUMINIS��F.'A�IVE CODE.11Nr A�.1ERIC:ANS W�Ir{�);SA3!il�`IES A1C;1 ACCESSiBIL11V(,t�IL�E�IN�S � (ADAAG;THF 2013 CAUf ORNIP BU��.LD�NG CODE ANO ANY�OCAt OR ST ATE AA-0ENDMENT;THE REOF �� Sre�.e :�.,e;!s�:, ( . . 1 ALL PEDE51 H�AN SURFA;;ES SHALi Bt.SIABLt F�Rh1 ANG SLIF'RESIS�tANI SUF2FwCE.��,W�iN A 4!OPt OF't5:i fHAN 6°,�SLCWE SHA.�Bt A��_EASI A��L�Y-RE515[AN�AS IH�� DESCRIBED AS P.MED�UM SA�IED FINISht �tJFFA,^ES✓VITH GREATER THAN A 6�S�,OPE SHALIL BE S�iP RES.STNNT � � W m 3 :+�EVEL AREA i5 DEF��tLi AS F,SP�(:IFIE�SUN.FA(;t IHAT DUES NQI HAVE A S�C"E IN ANY D�REC?ION EXC:EED�NG 1��Sp{?�5:_OWE; SURFAC:E S�O�'ES U�-ACCE551l3LE j � �� cr:��nr,a ave PARKING S�ACES AND ACCESS A��ES SHP,'�L 9E THE MINIPAUM POSSIBLEl+ND SHALL NOT EaGEEO'�.'.50(2'%SLOPE�IN ANY D.RECTION I 2 � < � � - Hrrrno�.A�e � i WALKSANDS'DtJVA:K� W w '� W W r .� �� 4 A V1'At.K IS(�FF��NFD AS A SURFACFD PFDFSlRiAN vVAY NO?�.00flTFn CONT!GUt�US T�'�A S7REFT USFD 8Y THF PUBi.iC: A S!DF Wf,i.K I�DFF'�NFf`�S f�Sl)RFACFD PFDFSTRIAN ( C!1 U� C c ��.::^':4i F':F WAY CON�GUUUS TO A tiTttEt 7 USE�E's"1 HE PUF3_IC. C`.�� COVtR SNEt..N(;'ES is ABBHEJI�':IJNS � 5 WALKS AND SIDFLNA��KS SHA..�,.H!�'/E A CROSS Si.OPE TiiF+T DOFS NpT FXCEED 1��0 r,?°�c SL�PF1 THF SLOPE IN THE L71RFC7iON C9F TRAVEi SHA..;BF;_ESS THAN 1?O�5%+ ' �'�' ��?RJC'i,^,�ti BES'lAANAGEMEN'PRNC?:�,F� SLOPE)UNLESS OiHER1+�'ISE!NL`Ii:PTED ANU SHALL.HAVE p CON7��NUOUS COMMON SURFACE NO'IM�ERRUPTE:�BY S-f EPti OR H�ABRUPI CHANGES+N�tVEL EXCEEDIN(�1l2 �+- ��cTRiICTIG'v�FT41;S s De Anza College �NCti AND:NA�L BE f,MIN'MUM OF 98 INCIIES 1M W'DTN Oh..N Avr C, =� F 6 WALKS SHhLi.Bt PRO\'IDEU W IH a��_EVEL AKEA NUl�ESS THAN 8G'.�CHES BV 6('�.NCHES AT A DOOR OVi GAfE THAT SWIN`vS?C>WARL'1HE 4VA�K AND NO'LESS THAN 48 ��, �pppvRtiPHiC SURVEY • � � INCHES WIDE B"44 INLHES DEEF hT A DOOR QR GATE THAT SWIVGS AVVAY FROM?HE WA!.K.SUCH WALKS SHA�!EXTEND 24:NC:NES TO THE SiDE OF THE STR!KE E.DGE 6F A � �� - DOOR OR GA?F THAT�'✓YINGS tOWARC THF WAIK c sa��e �.�.A,:�. PROJECT C3,G OJERA_L S'T�8 HORIZOVTAi CONTRQ�PJ.N � CURERAMPS� IOCATiON ' A(:URB RAY1H IS DEF!NEO AS A SLOPING�'EDES�RIAN WAY.��N7ENDE6 FOR PtpEgi�R�.AN T�f2AFFiC.WHi�H PROVIDES ACCESS BEIVYEEN A WA��K OR SIDEWA�K HNL`A SURFACE ;,,;�� S�?E II�iPROVEA!EM1?PJ+N LOGATED;,BOVE UR BE�.O�N A'v AUJACEN?CURE�ACE AS DI`FERENT:ATED FROM P RAMP Ai�aza�r�r. o QS� 8 CURB RAMPS SMA�_L BE A Ivi1NIh9UPl.7�4 FEET WiDE N:I1 N H S�_OPE NOT EXCEEUIN�1�2 i8 33`'c S�O?Ei TRANSI?�IONS FRUM RAM'�PS 70 WA�KS.GU�i�i�ERS OR S�fREEl�S SHA��_BE ��,. ��T �p., „� _ f�USH AND FREE OF ABRUPT CHANuE MAXIMUM S.-OPES OF AN ADJOiN!NG GU?TER ROAD SURFACE IM�AEDIATE_�'ADJACENT TO?HE GURE RAPAP OR ACCESSIBi.E RC�UTE d FR .S.,iEDUI.t � SHALL NOT FXCEEC .:0(5°��.Si.OPF?'N"HIN a=EET nF THE 86TTOM OF THF CUR3 RAMP THE StOPE OF THE FANNF D OR FLARED 5!DFS OF CURB RAMPS SHAi.�i.NOT FXCEED L��.1 TR�E DISPOSI?:aN P.A� • nc�ores t+ve •.10 f 10`i<S�OPE� . . . . 5 A LEVE!.LANDING 4 FFFT DEFP SN,l;.;.BF PRO`��DFD�i?TNE UPPFR END OF FACH CURH Rf+MP OVER'�.TS F ULt WIDTH Tn PFRAtiT SAFF FGRESS FRD4i THF RAA1P SURFA.^.E OR it.i; i.l,��pJ'AND GRHD�P.G SITE?t_A.k • THE SLOPE OF THE FA"JNED C)M2 FtaRED SIDES OF THE CURB RAMP SHALL NO�EXK;EED 1 12 j8-33°%o SLUPEj. L1� tAV'UU?NND GRADMG ENLARGEA7EN? • M�.:ietian RC � M�C'"nA"rtc 10 TRhNS�T1pNS FROt�t RAMPS AND iAND!NG TO WA:_K5.GU?TFRS OR STREETS SHAi.'�..BF Fi_USH HND FREE pF qBRUPT CHANGES t t MAXIMUM S�OPES Of AGJO!N'�.UG GU'TERS THE ROAD SURFACE��.RIMEDIATELV ADJACENT TO THE CURB RAMF.Ok ACCESSIB�E ROUTES SHA:.L.NO?EXCEED 5 PERCENT VVITH�N ��' °�?M1i:NG S'��TE�'LAN • s- 4'-D"OF THF BOTTOM CF 7HF CURB RAti1P t2.' PLPNTiNG ENJ+RGEA'EN7 PLAtJ � tf � `-�� 12 THE EDGE OF TNE DETEC?Af3LE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND B'�FROh1 THE GUTTER��OWL'NE c rys � i4 C, STE DE',IIS • r x � 13 ACCESS'�BLE RAMPS SHAI.�HAVE F,12"'JY!UE B�RDER✓YIiH 1;-0"GROOVES APPRO.+IMATELV 3!4"O.G..SEE.GRpOVING DETA�,t TH E SURFACE OF THE RAtviP SHALL H�VE A � � C TRANSVERSE BROOMED SURFACE TEXTURE ROUGNER THAN TNE SURROUNDING SIDEWALK. i4.` PJ+.tvT�N6 DE?�..1iS � %NO?TO SCALE �''��s'��^�� }y �F�.iii,ATED UN v,t,Uk��t 1 Ht J�Ut�ilF!Ht RAMP NttU NU I dt I'AitAi._h�f3U1 1 HE h11NiMUM WiU I M UF i HE RAMP SHALL BE 4'-IJ` PUBUC WORKS GENERAL NOTES 15 CURB RAMPS SHAL!HAVF A DETFCTABi_E VdARNiNG SURFACF THAT EXTFNDS THF FUI.I WiOTH AND MIN DEPTH OF THF RAMF DETFCTABi.E WARNING SURFACFS SHALi CpNFURM TO-iHE UE14IlS ON iHlj PLAN AND CALIFORNIA 3U!LDING CODE.DIMENSIONS ANC P�ACEMENT OF DOMES SHALL CUMPI,Y WIIH CBC 11-B-406�F.12 ANG 1 NB-?05 t APPROVAL OF THESE PLANS�OES NOT RE'�EF,SE THE OWNER AND/OR CONTRACTOR OF 7HE RESPONSIB i_ITY FOR THE CONTRA�TOR SHpU�D CONFIRM W'TH BUILDING OF�ICiA_PRIOR TG CONSTRUCT-0N 1F LOCAI JURISDICT ION ACCEPTS 3'-0"DEPTH IN L;EU O�FULL DEPTH PtACEtv7ENT CORRECTIONS OF A41S'AKES.ERRORS.OR OMISS!ONS CONTA!NEL'THEREIN IF DIURING THE COURSE OF CONSTRUCTION _ � 'h .� Apple Bubb 16 Sitework Phase 2 10411 Bubb Rd IMPROVEMENTS.PUB'�C INTERES'REQUIRESA MODIFICATION OF.'OR A DEPARTURE FROM THE CITI'OF CUPERTINO SPECiFICATION 18 l.�lIL��TY PU��..BOXES.M-ANH��ES.`:AU�TS AND A-��_OTHER UT�LiiV FACi��TiES WIT H��:N THE BOIJNDAR!ES p�THE CURB RAP,AP SHOULD BE RELOCATED OR ACJUSTEG TO GRADE SCOPE OF WORK OR THESE iMPROVEMENT PLANS`HE C!TY ENGiNEER SHn_L HHVE THE AUTHORITI'TO REQUIRE SUCH MQDIFICATION OR BY PRIOR TO OR IN CONJUNCTION WITN CURB RA41P CONSTRUCT',QN DEPARTURE AND i0 SPECIFY THE MANNER IN WHICN 1HE SAME�S i�C BE COti7P��ET"E0.A?THE SOLE EXPENSE OF TNE OWNER THIS PERMIT PACKAGE IS FOR PARKING LOT IMPROVEMENTS,INCLUDING�NSTALLATION OF AND/OR CONTRACTOR. RAA9PS: REPLAGEMENT CURB.DECORATIVE SIDEWALKS.LANDSCMPING fTREES SHRUBS 8 2. �ONTACI PUBIIG VVORKS.,i4U8?'?7-3104 FpR INSPECT�ION OF GRAD'�NG.STORM O�RAINAGE.A�ND PUB��IC��MPROVEMEYJTS �' A RAM?IS DEFINFD AS A WA�i..KiNG SURFACF WHICH HAS k RUNNING SLOPE GREATFR THAN 12Q(5�o S�OPEj INTENDED FOR PEDES7RIAN TRAFF!C AND AS DIFFFRENTiATED IRRIGATION).EXTERIOR PATIO WITH FURNITURE AND IMP�EMENTATION OF THE CUPERTINO l�-ROti°A CURB RAh1P aNY AC;;ESSIBLE ROU TE OF TRAVEi SHALL BE CON5IDERED A RAA1P IF dT�S SLUPE IS GREA?ER THAN 12G f5�°%�SLOPE) LANDSCAPE ORDINANCE 3 AL�PUBLIC IA4PROVEMENTS MUST BE COh1PLETE�PRIOR TO QC:,UPANCY 18 RAMPS SHhI..;.HAVE A f.11NIA4UA9 Ci.=AR WIDTH 7F 4R,INCHES.UNLFSS REQUIRED 70 BF WIDER BY SOMF OTHFR PROV!SION OF THE CODES IN EFFECi� THE MAXiMUWi Si.OPE OF 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTRO:..AND INSURING THE AREA ADJACENT TO THE WORK IS IEFT IN A CLEAN A RAMF SHALL BE 1�1e 18.33'��SLUPEj 1�HE MAXIMUM RISE FOR ANY RUN SHALL BE 30 INCHFS.THE CROSS SLOPE OF RAMP SURF ACES SHA�L 3E NG GREATER THAN�t�.;rii(2°-�� CONDITiON SLOPEi „ CONTRACTOR SHA�;.�FEVIEW C!TV DETAI�6-4 JN TREE PROTECTION PRIOR TO ACCOMP�ISHlNG ANY WpRK OR REMOVING ANY �y iEVEL RAMP�AND`NGS SHALL BE PROV��.DED A1 T"HE T�pP AND BOT�T�U'�t OF EACH FAMP.IN 1�EItMED1ATE LP+NDINCiS SHAL��BE PROh/!DED A7 INTERVALS NOT"EXCEEOING 30 I TREES INCHES OF VERTICA�RISE AND AT EACH CHANGE Of DIRE�710N�AND'NGS ARE NOT CONSIDERED iN DETERMINING THE MAXIMU'Mt HORiZONTAi.DISTANCE OF EACH RAMP TOP iANDiNGS SHALi.BE NOT i_F55 THAN 6C��:NGHE3`NIDE AND SHAIi HAV�A'��ENGTH OF N01-�_ESS THAN 6G IINCHES IN THF DIRF.CTION OF RAMP RUN LANDINGS AT THE BOTTOM E. UTILIZE BEST MANAGEMENT PRACTICES(BMP'Sj.AS REQUIRED 9Y THE STATE VJATER RESOURCES CONTROL BOARD.FOR ANY OF RAMPS SHAL�HAVF A D;MENSION IN THE D RECTION OF RAMP RUN OF NOT LESS THAN 72 PNCHES. ACTIVITY.INHiCH DISTURBS SOIL. 7 A WORK SCHEDULE OF GRADING AND EROSION�SEDIMENT CQNTROL PiAN SHA�L BE PROVIDED TO THE CITV ENG NEER BY AUGUST 15 NO HI�iSIDE GRAD�NG SHALL 6E PERFORMED BETJYEEN OCTOBER t ANC APRBL 15. KIER Hc WRIGHT STANDA\RD NOTES ABBREVIATIONS Fi A;.t.NEW FIECTR�,CAt SFRV!CF iPOWFR PHpNF ANDtOR CAB:_E7 SHAL:.BE UNDERGROUNDEO 1 THE ORGANIC MATER!A_COVERINC,THE S!TE ShIA'�_L BE STRIPPED ANC STOCKPILED THE,��1-RIPPINGS SHA�L BE USEU T�p BACKfIL�ALL l.laNDSCAPE P��_ANTERS AND ROUGH qC ASPHAITiC CONCRFTE MAX MAXIMUM GRADE UOUND AREAS.AS SHO✓YN ON L.:NDSGAPE DRAWINGS.TO WITHIN C 1'OF GRADES�=�HOWN EkGESS STR��PPINGS ANU EkGAVHTED MA�TERIAL SHAL�BE REMOVED FROM � TO INITlATE RELEASE OF BONCS,CONTACT THE PU3lIC WORKS INSPECTOR FOR FiNA'.INSPE�CTION THE S��'TE 8Y THE GRADING CONTRAC70R BC BAGK OF CURB MH MANHC��_E BL BUILDING MON MONUMENT t0 A��DOWNSPOUTS 70 BE RE�EASED TO THE GROUND SURFACE DIRECTED AWAV FROM BUItDING FOUNDAT�ONS ANC DIRECTED TO ' ��JUSTA9ENTS TO BUI_DING PAD E:_EVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE SHAL�BE MADE ONLY W'TH APPROVAL OF THE ENGINEER BOL BOILARD O R OFFICIAL RECORD _ANDSCAPED AREAS C CONCRFTE P U E PUB_IC UTILITY EASEMENT 3. COMPACTION 70 BE DEiERMINED USINGASTM Dt557-�.A.iE:S7 ED�TION. CC CLEA.N OUT TO GRADE PL PROPERTY LINE 1-t��fl-tIGENSEDtAND-St1RVEYOROR�ftt}TFiORfZE�EiMft�£NGiNEER�WI��LPREPflRE-AiJD9U$Rf+T.TOT+iE-Ptf6LiG�a'JORKS-E3EPT:AN c � EE ELECTRIC80k PV PAVEMENT --�-EtfVfl�19N-C-ER�iFtc,i,iEfOR-�HE-'dEW-S%RtKitiREMfi�tt�K3M�� 4 THE TYPES.LOCATION,SIZES ANC?OR DEPTHS QF E�ISTING UNDE.RGROUNG UTILITIES AS SHOINN ON TNE IMPROVEMENT PI..ANS WERE OBTA!NED FROM SOURCES OF VARYING RELiAB!UTY T�HE CUNTRACTOR IS C;AUTIONED THA1 ON�:.Y ACTUAI EXCAVNTiON WI��L REVEAL THE TYPES EXiENT.SIZES,I.OGAT�IONS AND UEPTHS OF SUCH UNDER:;ROUND ESMT EASEMENT S.S E. SAN��'TARV SEWER EASEMENT 12 PRiOR TO BEGINNING ANY WORK VJITHIIJ THE PUBLIC RIGHT OF WPY'HE CONTRACTOR WIIL BE RESPON SlBLE FOR PULLING AN UTIIITiES.(A REASpNABIE EFFORT HAS BEEN MFDE TO LpGATE AND DE'��INEATE AL�KNOWN UNDERGROUND UTILITIES.!HC/WE1�ER THE ENG�NEER CAN ASSUh1E NO EV ELECTRIC V:+ULT SL STREET LIGH? ENCROACHIvtENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT RESPONSI6ILITY FOR 7HE C�ti1P(_ETENESS OR ACCURACY OF THE DELINEATION pF SUCH UNDFRGROUND UTILITIES J✓HICH MAV BE EN�OUNTEREG.BUT WHIf,H ARE NQT SHpWN Fyy F.DGE OF ttiALK SLE STREE7 L��GHT BQX ON THESE DRAWINGS EX EXISTING SSMH SAN�TARY SEWER MANHO�_E 5 CONTRACTOR TO'dERiFY ALl FXISTING INVERT Ei.EVATIONS FOR STORM DRA�:N AND SANITARY SEINFR CQNSTRUCT;�N PR:OR TO ANY SITE VWORK AL�.VUORK FOR STORM AND F� FACE OF CURB TC TOP OF CURB SANITARY ItdSTALLATiOV SHALL BEG!N AT THE DOVVNSTREAM CONNECTION POINT THIS WILL MLt.OW FOR/4NY NECESSAHY ADJUSTMENTS TO BE MADE PIRIQR TO THE Ff FINISH FL(YJR TE TRASH ENCLOSURE INSTALLATION OF THE ENTIRE'�INE IF THE CO�TRACTOR FAILS TO BEGIN AT TME DOWNSTkEAM CONNECTIOV POINTAND WORKS UPSTREAM19.HE SHAL�PROCEED AT H!S OWN F�;, FLOth'L!NE TR TOP OF RAMP R;SK AND BE RESPQNS'�.8t_E FOR ANY ADJUSTMENTS NECESSARV FNG FENCE UB UTIL!TY 30X �-f �7 6. SHOULD DISGREPANCIES Ek,ST BETWEEN TNE ACTUAL ELEVATIONS AND LOCATIONS pF EXISTING UTILITY CONNECTIpNS AND THOSE AS SHOWN ON THESE PLANS,THE FND FOUND W% W!TH ��- �/�►r/��./��J CONTRACTOR SHA�L NOTIFY K�ER Y iNRiGHT CNIi ENGINEERS ANp SlR2VEYORS INC AT(SOBj�278665 BEFORE ADJUSTING UTILlTY DESIGN FW FACE OF WALL WB WATER BOk �[�r/rT �/O� i E E INGRESS,'EGRESS EAS£MEN7 WM WATER METER � ' " " � 7 GONTRACTOR SHA�L UNCOVER AND EXPOSE ALL EXlSTING UT�LITY AND SE'JVER'_INES WHERE THEY ARE TO BE CROSSED ABOVE UR BE�OY�'BY THE NEW FACI'_iTY BEING i P iRON PIPE WV WATER VAiVE :�,. �;�;• . a "' ' � + ��'�>///�� C L��y'W-y`�.''-t,::n; CONSTRUCTED!N ORDER TO VERIFY THE GRADF AND Tp ASSURE THAT THERE IS SUFFICIENT CLEARANCE IF THE CONTRACTOR REQUIRES ASSISTANCE HE SHA�i CAii KIER 8 L7 i.!GNT ' ��f��„%/L WR+GHT CIVIL ENG:NEE�S AN�SUFVEYORS I�AT 408i72?-6665 AND�EOUEST A SURVEY�RE�1+TO MAKE THE DETERMINATION PiPE SHA�L NOT BE STRUNG NOft TRENCHING . . . , , � ^% COMb1ENCED UNTi�ALi CROSS'NGS HAVE BEEV VERiFiED=0R CLEARANCE.IF THE CONTRAC'OR fAi'�S TO FOLLOW TNiS PROCEDURE HE Wl::i 3E SO�ELY RESPONSI3�E fOR .. �� "`��"-��"�V°�""�'R'�°"'a*" ANY EXTRA WORK OR MATERIA!REQUIRED IF MOD!FIGATIONS TO THE DESIGN ARE NECFSSARY ��r' " ' ''�' 'f' � -° ,..,s,.,.,. , , .,,,..„ 8 THE CONTRACTOR SHA_L SET H!S STRING OR WiRE THROUGH kT��_EAST THREE GP.ADE S7AKES TO VERiFY THE GRADE.IF THE STr4KES DO N�?PRODUGE A UNIFORM�I GRADE, � ��..f� �,,.•. i . .��...a Y=�' D��. NOTIF\'THE ENGIYEER IMMFD'��ATFi_Y AN�HAVE THF GRADES CHECKED PRIOR TO TRFNCH!NG � .�. e�"e��. i b e �.E tr.. 5. STORivt DRA�N PIPES DESIGNATED FS'SD"'FROM 4`TC 24"?N UTAMETEF.SNALL BE SDR-35 P.J.0(GREEN-TITE PIPE BY hAANVI��E OR APPROVED EQUALi,CIv1S5 HDPE SMOOTH iNTERIOR PIPF PFR AS?M D3?t?(Hl.NCOR SURF-��OK VYT FIPF OR APPROVFD FQUA;..j WITH C�qSS t BACKFILI OR DUCT!�.E IRt�N PIIPF(D.!P),1F SPECIFIEG ON Pi_ANS.INO MATERIAL SUBSTITUTIGN SHALL 3E ALLOWED FOR DUCTI��E'�RON PIPE.ANY PIPES LARGER ihWN 24"M DIA�METER SHA�L BE C;1�SS III REINFOF2CEC CONCRETE PIPE(IR.C.P.i. PRO.JECT BENCHMARK HDPE AND P.V.C.PiPE SHAi L ON'�Y BE USED WHEN THE MANUFAC7URER RECOMMENDATION REQUIREMENTS ARE MET PfPE MADE�F r',NV OTHER MATERIA:M1AY SE USED ONiI' AFTER APPROVA�OF THE FNGINFER BENCHMARK:SANTA CLARi4 VALLEY WATER DISTRICT,BM-1064:. �9"'1�� 1G.Ai.L UTIIiTY STRUCTURES��.NCLUDING.3UT NOT LIMITED TO MANHOLES CATCH BNSINS;UVATER VA�VES,FIRE HYDRANTS,TE�EPHONE AND E:ECTRIC VAULTS HND PUiL BOXES SANTA CLARA VALLEY WATER DISTRICT'S 6 CM DIAMETER Bf2ASS DISK(Q18G)�, �� .�� -r TNA?LIF 1M'TH!N AREAS EFFECTED BY WORK ON THIS?ROJECT SHA�L BE ADJUSTED TO GRAOF BY THE CONTRACTOR OR THF RESPEGTIVE UTii!TY COMPANY THE CONTRACTOR ON TOP OF SOUTHERIY CURB FOR MCCLEILAN ROAD,NEAR A CATCH BASIN is RESPONSiB�E ro AFFECr cooRDwr,rioN 2.5 FEET NORTH OF THE RAILROAD CROSSING LIGHTS.AND 15 FEET WEST OF THE CENTER OF THE TRACKS.STATION IS AlSO ABOUT 25G FEET EAST FROM 1'i A'��L AREAS TO BE GRAGED AT 1'".,MIN'.R1UM FOR DRAINAGE EXCEPT q�ONG FLOW�!NE�F Cl!RB ANC GUTTER OR VAL'.EY GUTTER.AS SHOJJN BUBB ROAD ALONG MCCLELLAN ROAD,CITY OF CUPERTINO. �E� � � L O i4 1� CONTRACTOR SHALL GRAOE EVEN�Y BETWEEN SPOT EL.EVPTIONS SHOJYN ELEVATION. 332.54 FEET(2003> (DATUM):NGVD 29 13 PROPOSED SPOT GRADES 1ELEVATlONSj SHO'✓VN HEREON ARE FINISHED PAVEh1ENT GRADE:S NOT TOP OF CURB GRADES.UN!ESS N6TEU OTHERWiSE. CONSTRUCTION NOTES 14 EST�,'MATED EARTHtNORK pUANTITIES�.EAFTHVVORK OUANTITIES SHOWN iif ANY�OR OTHEF'WISE SUPPLIED BY KIER$WRIGHT.ARE APPROX��MATE ON�Y AND SMOWN FUR THE PURPOSES JF CA'�.CULATING GRADING PERMIT FEES KIER 8 WRiGHT PSSUMES NO LIABILIT F pR THE ACGURAGY OF THESE OUANTITIES 3Y 15 WHEN A GRADING PERA9'T 1S tSSUE�ON THIS PROJECT THE AGENCY APPROVA�APP_IES OtlLV 7C GRAOING THE CONTRACTOR IS RESPONSIBLE FOR SE�URING ALL OTHER NECESSARY PERMITS TO ACCOMPL!SH PROPOSEC S'TE WORK!T IS STRONGLV RECOMMENDED TNAT THE CONTRACTOR 087AIN ALL NECESSAR�UNDERGROUND PERMiTS BEFORE ROUGH GRADING THE S�TE AS REVISIONS TO UNOERGROUND FACIUT��.ES MANDATE-D BY P�AN CHECKING AGENC�ES MAY SUBSTANTIALLY EFFEGT GRAD!NG��NCiUDING FINISHED F��OOR EIEVAT�ONS 76 THE CONTRACTOR SHA��_L VERIFY THE GONTENTS AND THICKNESSES OF THE BUILDING S�AIi SECTION(IE CONCRETE.SAND.ROCK�W�TH THE STRUCTURA�P;ANS AND THE ` / E�EVATIONS SHOWN HEREON PRiQR 1 O GOMMENCEMEN'OF GRADING OPERATIOMS �' 17 A��L WORK SHAL��BE PERFORMED IN ACCORDANCE WITH APQ�iGABLE U.S.N.A REGUWTIONS L--� tE CONSTRUCTION CONTRAGTOR AGREES THA?IN ACCORDANCE W'TH GENERALLV ACCEPTEC;CONSTRUGTION PRACTICES GONSTRUCTIOW CONTRACTOR WILL BE kEQU!RED TO KDOW WIId��S DP.IOW. ASSUME SCLE HNC COMPLETE RESPQNSIBI�;.!T'FOR JOB S!TE CONDiT!ONS DURING THE COJRSE OF CONSTRUGTION OF THE PROJECT INC�_UD!NG SFFET'OF.A'�L PERSONS AND (qI)$I�6efore you dig. PROPERTY.TNAT THIS REQUIREMEN I SHALL BE MADE TG APN'�Y CON7�NUOUSLY ANU NU7 BE LIM'TED TO NORIv1Ai WORKING HOURS.ANU CONS?RUCTION CON i�RAC:TpR FURTHER AGREES TO DEFEND IND=MNIFY ANC HO��D OESI�N PROFESSIONAL HARM�ESS FF:OM ANY AND ALL LIABILIT�'Y.REAL OR�ALLEGFD.iN CONNECTION WITH THE � PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING i:ABILI?Y AR!SING FROM THE SOiE NEGi_IGENCE OF DESiGN PROFESS�D'�NAL k�� KIER$WRIGHT IV EN INEER 8 SURVEY R I ' G S O S N.; '�SL Pt)J4�l..tt `_.JC< SnN �'4K.' If YlJIf...`h.• .^�.�.,2.%6.`, f.J..'2'S&a± i REVISIONS AND ISSUES Jif.5�!BMiTT.4, 08�':id %�- _,�\ i �'�. i;_ ' .;i �� P40JE�T NUI.I6ER �'2000-LtE':E __ _ -_ __ _.. DES�NED 54'G DkA4vN 5T4FF ..._._ ....... ....... . 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I ' � BUBB 16 � \ � � � � � • ,-_ , �.-, ,-, ,- � 10411 Bubb Road \ . , � � � � � °o ' I\ , ' , t. m o , � �' ,� � , �. � [ � � O� / � _� / � �\ _�/ _ EXISTING FLATWORK NEW VERTICAL � \ ' � -� " � � TO REMAIN �p NEW ACCESSIBLE PATH�� • CURB,TVP. J Z � 0 './ 70 PUBLIC SIDEWALK �\ �� ' F a zi \ �p . 1 1 �� T T. NEW FL4TWORK N i•� �Q / \ O / � � / � 1- �� ;� `w, I Z p �n N� (8)EXISTING SHORT-TERM � X � BICYCLE RACKS TO BE RELOCATED W \ �pO 1 1. � \ � � 1� G. � • \\ p \/ .\\ \��_ .Y�-� . aIc \ (8)RELOCATED SHOR TERM � �._�p�� j �\ \ BICVCL�oCOKS� O� \ EXISTING VALLEV �\ O p GUTTER TO REMAIN-~ I \ o O OO � I ` '::��.. 1 m o � \, �p0�opoo � _J - �� , NEW DECOMPOSED � \ \\ ,',', •' ' � , GRANITE WALKWAY.. T �0�� ..i�._.�. \ \ � � °°oo"- '�ooP oo • � _ `O 0 � o00 00 00 � � � \�/]� A OpoOp �4 �� ,(./'t,�� y� \\ �O��O �0 � � � _ m � `\\ �/� v/ p0 p0 O� - .'.�'. . ..'�. . ,,,�<, - ,-.�� ,, t�.'s�,.. : n \ ��p�� O� � � .�. . .i{'_ � , I �i�M• . w\_'�t.. /1!'' ;43�.✓r��,.�� :f.. ..�: pOOOpOOO�pOO_ ^•\\-_-�..\`., J1� _ lTy� �� p0�p r .j. :.1.. � � , � in k�'� R _' \ O�p0 /• • •�'• �� EXISTING DOOR EXISTING FLATWORK m , ". .-."�,..:, "' °`°� _s'r"'��"s^"'�"."�',, \ �O p O�O��Q O�O� , TO REMAIN,TVP. TO REMAIN t,' •�..:, i';��., "> � p�8 o ppoOpo � o - \\ O O�� \ ' \ in °-,' �✓`. "_ �i' \:u-r .�," .n. .:..�w..�.-s.rrww.r �O p0� �O _. .�,� . p� 00� � � . . . . . .. ..� .� �.� �: m � t J � � ,.?� � O� O O � ��..-i.-�:.....'� .. . . . �a,�:•• �_i��s . �O�pOpp �� ..��..:.�-i .. ,�...��.�� \ � ,. �\ �� oOOOOO \ � e� ��O�O�O � � \ •x , u' \� \\ � ��O�O�O .,.. � � ._. ! �+ I \ /� O� � • � �: � -.'.'.' ..�..:L.�..}.:. o.' 1 �� y �O o0 Q' �.:.' ' ' � . . �';.'. . .' . .' 18.0'�f I \ \ q °o°o o .. . 'o 0 0° s-n.ia�.:o�; o�:o o• � � o a o 0 0�o p o o r�.� ` ` �o m � `. ` �OQp O,� P�O�pp�p�O (B)EXISTMG SHORT-TERM� �'O� I � / �\ "�'� �p �O� p pO�B�CYCLERACKSTOBERELOCATED O O� �a;� OZ _ _ _ { � '•o°o°o�o �OOO°o°oo�o°O�6°oo°oo�o°v PARKING CALCULATIONS LEGEND NEW NON-ACCESSIBLE STAIR °a°a o o °�o°o oD o 6 a o°o o°o o° ' _ - _ _ _ 20 I PARKING SUMMARY EXISTING PROPOSEO DESCRIPTION PROPOSEO E7(ISTING \ ACCESS TO PUBLIC SIDEWALK o o �o�pOp p o o�o°o 0 0��°�oo�o�°o ~7 R M/UIiU�- _' � PROPERTVLME -- \\ � O O� O �O . '�— — � STALLS 72 72 BUILDING LME (8)RELOCAT BICYCOLE RACI4S O O O��O p0 O�O O�OO - � - ACCESSIBLE STALLS 4 4 T�E �� \� ��O�p p TOTAL PARKING STALLS 76 76 �� \ ��_ cuas ��-- ' ACCESSIBLE PARKING REQUIREMENTS vu�ev currert �''�-- `\ � �-29.p• SIDEWALK ' ' . `\\ � PER CBC 178-208,TABLE 118-208.2,ACCESSIBLE STALLS REQUIRED: PERMEn��E PA`�ERS ACCESSIBLE PATH OF TRAVEI �� `\ EXISTING DRIVEWAY� L UIRED ACCESSIBLE PARKING: 76-100 TOTAL=4 ACCESSIBLE STALLS PARqNG STALL COUM 07 TO REMAIN TOTAL ACCESSIBLE PARKING PROVIDED: 1 VAN AND 3 STD.ACCESSIBLE STALLS E.V.CHARC�STATION `\ PARKING LOT LIGF/TING `` PARKING REQUIREMENTS BASED ON USE (PER CUPERTINO MUNICIPAL CODE TABLE 19.100.040A) � EX.BUILDING AREA USE RATIO REQ'D \ `` �� BUBB 16 20,330 SF OFFICE 1:285 72 \ \ ��_ � '� .,\ _'` TOTAL REQUIRED PARKING: 72 SPACES � � _- TOTAL PROPOSED PARKING: 76 SPACES � � ��_�_ TOTAL CLASS I BII�LOCKERS: 8(5%OF PARKING=4j � � \ `� - I \ � � � ,� � Apple Bubb 16 Sitework Phase 2 10411 Bubb Rd kW KIER 8�WRIGHT CIVIL ENGINEERS&SURVEYORS,INC. 3350 SCOTT BOULEVMD,BUILDING 22 SANTA CLARA,CALIFORMA 9505� P 408.721.6665 F 408.717.5641 0 z I~ 10 20 30 Scale I'=10 fr REVISIONS AND ISSUES DIR SUBMITTAL 08l111 DESCRIPTION QRpfESSiON 4 Q4.� ,�A KN�O �(^ :,�rR 'rfZ�C, w �� *i [iv�t �* ',F�f CAI��? PROJECTNUMBER A12000-01Bi6 DESIGNED BMC DRAWN STAFF DATE AUGUST 2014 SCALE AS SHOWN SHEET NAME OVERALL SITE 8� HORIZONTAL CONTROL PLAN SHEET NUMBER C3.0 APP�E — �CIF ICATION NOTES. �a�, _aPE �aYouT NoTEs IRRIGATI�N 1 VERIFY LOCATION OF AL� BUILDINGS, WA�LS,ROA�S AND CURBS AFFEC1iNG LANDSCAPE SCOPE OF WORK WITrt ANT AR HIT T RE�EV C EC URAI AND EN IN RIN RAWIN P I T i TH R I 1 SCHEDULE aC PiPE ONIY G EE G D GS R OR 0 COMMENCiNG SITE WORK LNLESS 0 E W SE NOTED,PROVIDE 2%SLOPE AWAY FROM BUILD�NG IN PLANTING AND PAVED AREAS 2 (4)FOUR BUBBLERS PER TREE ((2)iW0 ORIENTED VERTICALLY IN PVC ANC(2)iW0 SITTING Z VEPoFY LOCATION OF ALL VAULTS,ELECTRICAL DUCT BANKS, MANHOLES,CONDUIT ANC PIPING,DRAINAGE 2"ABOVE ROOTBALL NOTE IN DECOMPOSED GRANITE, USE NETAFIM DR!PUNES ANG FOR STRUCTURES, UGHTING ANC OTHER UTILITIES WITN THE APPROPRIATE ENGINEER'S DRAWINGS. TREES,ALL (4)FOUR DEEP ROOT BUBBLERS 3 WHERE NOT SHOWN ON�ANDSCAPE DRAWINGS,SEE GVIL ENGiNER'S DRAWINGS FOR ROADWAV�ENTERL!NE, 3 PROVIDE OUICK COUPLERS EVERY lOC'ALONG MAINLME STATION POINTS, BENCH MARKS AND BUILDING SETBACKS 4. USE MP ROiATORS, DRiF AND BUBBLERS ONLV 4 TAKE ALL DiMENSIONS FROM FACE OF CURB,WALL OR BUILDING OR TO CENTERLWF OF BUiLDiNG COLUMNS OR TREES UNLESS OTHERWISE NOTEO F DRIP LINES Ai 72'OC �2' �NLINE EMiTiERS,TRIANGULATt ADJACENT DRIP LINES 5 ALL DIMENSONS CALLEG OUT AS ��FQUAL SHALL BE EQUIDISTANT MEASUREMENTS BETWEEN THE 1W0 REFERENCE POINTS SHOWN. 6 IN 'COURTYARD' ONLY, NETAFIM DRIP LINE i0 WATER ALL LANDSCAPE AND TREES IN UEU 6 ALL ITEMS DESIGNATED AS "SIMILAR"OR "TYPICAL' SHALL BE CONSTRUCTED IN THE MANNER OF iHE DEiAIL OF BUBBLERS REFERENCED, WiTH MiNOR ADJUSTMENT FOR SPECIF�C CONDiTiON 7. MAINLINES AND LATERALS TO BE SPACED A MINIMUM OF 6"WIDTH FROM ONE ANOTHER IN 7 ALL ANGLES SHALL BE 90 DEGREES AND ALL LINES OF PAVING AND fENCING SHALI BE HELD PARALLEL TRENCH UNLESS OTHERWISE NOTED ON THE DRAWINGS MAINTAIN HORIZONTAL ALIGNMENi FOR ALL ADJACENT ELEMENTS 8 AEEVE UNDER ALL !�ARDSCAPE SURFACES INCLUDING ASPHALT WITN A MINIMUM 2X PIPE SO REFERENCED ON THE DRAWINGS SIZE DIAMETER & WRITTEN OIMENSIONS TAKE PRECEDENCE OVER SCALE APPARENT ON DRAWINGS DO N01 SCALE FROM DRAWINGS. SEE ENLARGED PLANS AND SPECIFIC DETAILS FOR ADDITIONAL INFORMATION. g. USE BRASS VALVES 9 INDIVIOUAL NOTES AND DETAI�S ON SPEGFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND GENERIC 10. USE WEATHERTRAK CONTROLLER(S�WITH ANTENNA AND RAIN SENSOR PURCHASED AND DETAILS INSTALLED 10 AlL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED AS ��EXISTING TREES TO REMAIN� SHALL BE HAND LABOR NO ROOTS OVER ONE INCH IN CALIPER SHALL 8E SEVERED W!THOUT REVIEW AND >> WATER SHUT OFF- NOTIFY CUENT IMMEDIATELY AND PROVIDE TEMP IRRIGATION TO IMPACTED ACCEPTANCE BY LANDSCAPE ARCHITECT,PROJECT ARBOR15T OR CITY ARBORIST LANDSCAPE UNTIL WATER IS RESTORED. 11 AlL CONCRETE SLABS, RAMPS, STAIRS OR FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS,fOUNDAT10NS �2 MEE1 WITH CLIENT ONSITE PERIODICALLY THROUGHOUT INSTALL AND MAINTENANCE PER100 OR FOOTINGS USING BARS OF THE SAME SIZE AND SPACING UNLESS NOTED OTHERWISE SEE JOINTING UPON REOUEST TO REVIEW iRRIGAT10N STATUS OF TREES ANC PLANTS,PROVIDE IRRIGATION DETAILS. PROVIDE CONTINUOUS EXPANSION JOIN1 AT ALL DOWELED CONNECTiONS. SCHEDULE WFO AND PERFORM PROGRAMMING ADJUSTMENiS AS REQUESTED BY CLIENT �3 ADJUSTABLE fLOW BUBBLERS FOR TREES(0 5-2GPM),SET AT 2GPM �4 SEPARATE VALVES FOR REDWOODS FROM OLNES/SOUTHERN LIVE OAKS 15 SEPARATE VALVES FOR NO-MOW FESCUE PLANTINGS FROM REST Of PLANTINGS (DIFFERENT WATERING REQUIREMENTS) �6 ORIP IRRIGATION FOR ALL PLANTS/NO-MOW AT 12"OC,DIRECTLY ON TOP OF SDIL SURFqCE AND CENTEREC BETWEEN TRUNK AND EDGE OF ROOTBALL 17. TAP INTO EXISTING CONTROLLER �8 EXPANO EXISTING IRRIGATION SYSTEM TO ACCOMMODATE NEW PLANTING It�PROVEMENTS �g ALL PIPES ANC VALVES TO BE RUN ADJACENT TO CURB LINES. TREES 1 SELECTED/TAGGED BY OWNER,CONTRACTOR TO PURCHASE,ARRANGE DEUVERY,INSTALL AND WARF�ANTY. 2. INSTALL WITH ROOT fLARE EXPOSED SLIGHTLY ABOVE FINAL GRADE OF AND MAINTAIN SUGHTLY EXPOSED THROUGHT MAINTENANCE PERIOD(I E NO MULCH OR SOIL TOUCHING TRUNK) 3. STAKE 36"BOX AND BELOW((2) 3"DIAMETER LODGEPOLE PINE STAKES WITH RUBBER TIES), SET AT 6'-0"HEiGHT 4. 6"TREE BERMS ABOVE FINAL GRADE AND AROUN�EDGE OF ROOTBALL FOR EACH iREE (INSTA�LED AND MAINTAINED TO CREATE LEVEL GRADE INSIDE BERM AND IMMEDiATELY REPAIR ANY EROSION TO BERM 5 REMOVE NURSERY STAKES IMMEDIATELY U?ON INSTALLATION 6. INSTALL STAKES PARALLEL TO PEDESTRIAN OR VEHICULAR FLOW(STREET TREES),STAKES ADJUSTED EITHER IN FRONT OR BEHIND TREE AS NEEDED TO COUNTER PREVAILiNG WINDS BUT KEPT PARALLEL TO FLOW 7 TREE PITS TO 8E EXCAVATED 3X DIAME?ER OF ROOTBALL 8 PROVIDE (5)FNE F001 DEEP X (1)ONE FOOT DIAMETER AUGER HOLE MEASURED FROM BOTTOM OF TREE PIl AND CENIERED UNOER iREt ROOIBALL FILL WITH DRAINROCK AND COVER W/FILTER FABRIC. 9 iNSTALL STAKES JUST OUTStDE EDGE OF ROOTBALL 10 TREES TO BE INSTALLED UPRIGHT AND MAINTAINED UPRIGHi THROUGHOUT INSTALL PERIOD. 11 HAND LABOR ONLY AROUN�COAST LIVE OAKS TO BE RETAINED FOR ANV iVY REMOVA�OR PATHWAY INSTALL �2 CONTRACTOR RESPONSIBLE FOR WATERING TREES UPON DELNERY/RECEIPT OF TREES AND TO MAINTAIN CONSTANT SOIL MOISTURE IN ROOTBALLS.MINIMUM AND OPTIMAI SOIL MOISTURE LEVELS TO BE DISCUSSED WiTH AND AGREED TO BY CLIENT AT S1ART OF TREE INSTALL. 13 ALL TREES PLANTED WITHIN 5'-0"OF CONCRETE PAVING,PAVERS,CURBS OR WALLS SHALL HAVE DEEP ROOT BARRIERS INSTALLED PER h1ANUFACTURER'S SPECIFICATIONS ROOT BARRIERS TO ExTEND tD'-0"BEYOND TREE TRUNK iN EiTHER DiRECTION 5�� 1 ASSUME 78"NATIVE SOtL EXPORT RIP TOP B"OF SUBGRADE TO BREAK UP HEAVILY COMPACTED NATIVE SOILS 2 ASSUME 18��OF IMPORT TOPSOIL AT ALL LANDSCAPE AREAS 3. ASSUME 3X TREE PIT SIZE OF IMPORT TOPSOIL AT ALL TREE PITS. PLANTS 1 CONTRACTOR TO PROVIDE A MINIMUM OF(48)HOURS NOTICE TO LANDSCAPE ARCHITECT AND CLIENT FOR DEUVERY OF PLANT MATERIAL 2 PLANT MATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CLIENT PRIOR TO INSTALLATION. 3 NO-MOW fESCUE TO BE MOWED ONCE AT DISCRETION OF CLIENT 4. 3°DEPTH Of�',°FIR BARK MULCH THROUGHOUT ALL NEW PLANTINGS EXCEPT AT NO-MOW FESCUE 5 PROVIDE 18"NATNE ONSITE SOIL EXPORTS AND TOPSOIL IMPORTS FOR ALl PLANTINGS MAWTENANCE DURING INSTALLATION PERIOD 1 APPLY PRE-EMERGENT HERBICIDE TO ALL PLANTS WITHIN ONE WEEK OF INSTALL 2. MAINTAIN SITE IN A WEED-FREE CONDITION AND REMOVE UTTER IN LANDSCAPE 3 MAINTAIN ACCEPTABLE LEVEL OF SOIL MOISTURE TO TREES AND PLANTS AS DISCUSSED AND APPROVED BY CLIENT FROM START OF PROJECT 4 NO TREE PRUNING UNLESS AUTHORIZED BY CLIENT. TURNOVER 1 (0)DAY MAINTENANCE PERIOD- LANDSCAPE TURNED OVER i0 CUENT IMMEDtA1ELY AF7ER PLANTING HAS BEEN COMPLETED AND ACCEPTED/AGREED AS COMPLETE BY OWNER. 2 IANDSCAPE TO 8E TURNED OVER TO CLIENT IN A WEED,LEAF AND UTTER-FREE CONDiTION 3 COLOR IRRIGATION 20NE MAPS AND AS BUILTS PROVIDED TO OWNER PRIOR TO TURNOVER CITY OF CUPERTINO NOTES: � FOLLOWING CONSTRUCTION AND INSTALLATION OF NEW TREES,A LETTER FROM AN iSA-CERTIFIED ARBORIST IS REQWRED CONFiRMiNG THAT NEW TREES HAVE BEEN PLANTED ACCORDING TO DRAWINGS ? A CITY PLANNING OIVISION INSPECTION IS ALSO REOUIRED TO VERIFY ALL EXTERIOR MATERIALS AND FINISHES,TREES,LANDSCAPING AND SITE WORK COMPLIES WITH DRAWINGS. /� ` UT MATERIAL S SCHEDULE SYMBOL.DESCR!P?ION DE?AIL PRODUC'Sj ITEM � PAVINu. CURB & RAMP fiNlSh/COLOR SOURCE COMMENTS. Ai PRECAST CONCRETE PAVER t/L4 0 t+�;"X233:"X2�"PALAllO PAVER SiANFORD SAND ACKERSTONE A2 PAVING EDGE RESTRAINT 2/La 0 a 5"ra 5"GEOEDGE MILL FINISH PERMALOC-GEOEDGE �PROVIDE SAMPLE A3 TRUNCATEC DOME PAVER S.C.D. i1z"r1�"x6cm, S C D TRUNCATED DOME i ACKERSTONE I CITY STC/MFR SPEC, � � PAVER/STACKEC BOND, 5 C.D,PROViDE SAMP�E I CHARCOAL GREY A4 a"CONCRETE PAViNG 3/L4 0 P i F CONCRETE/TOOL JOINT MEDiUM SANDBLAST/ DAVIS COLOR SANDSTONE �5237 AS ASPHAL?PAVING S C C. i � A6 DECOMPOSED GRANITE PAVING 10/LQ 0 �¢"CLEAN W/GRAVEL PAVE SIERRA TAN i SB! PROVIDE SAMPLE I A7 LANDSCAPE HEADER 4�L4 1 125�X4"CLEANUNE NATURAL MILL FINISH PERMALOC-CLEANUNE PROVIDE SAMPLE STAIR, WAL� & FENCE B1 CONCRETE STAIR 5/L4 0 PiP CONCRETE MEDIUM SANDBLAST� DAVIS COLOR SANDSTONE �5237 82 HANDRAIL 5/L4 D TUBE STOCK,S.S BRUSHED S.S CUSTpM FqBRICAT10N 83 PROPERTY LINE FENCE 12/La 0 OMEGA ELITE DOUBLE WIRE BLACK POWDERCOA? OMEGA FENCE SYSTEM fENCE SYSTEM , , _ FURNISHINGS BIKE RACKS 6/L4 0 BOLA RACK ALT: THUNDERBOLT STAWLESS STEEL,EMBEDDED LANDSCAPE FORMS MFR SPEC. SERIES(TB 9-F-SS) PLANT SCHEDULE-APP�E BUBB 16 ID BOTANICAL NAME COMMON NAME SPACING SIZE WUCOL TREES CEA RAY Ceanothus 'Ra Hortmon' - Stondard Ray Hartmon Wild Liloc AS SHOWN 24"Box M MOR ALB Morus olbo Common Mulberry AS SHOWN 48"8ox M OLE EUR Olea euro aea�Swan Hill' - Slondard Swon Hill Olive AS SHOWN 48"Box VL OUE VIR Quercus vir iniano 'Cathedrol' Cathedral Live Oak AS SHOWN 24"36"Box M EXISTING TREE TO BE TRANSPLANTEC BOTANICAL NAME COMMON NAME 1 Ulmus parvifoli0 Ch�nese Elm TRANSPLANT / ID BOTANICAL NAME COMMON NAME SPACING SIZE WUCOL SHRUBS PERENNIALS qg Anigozanthos Bush D�omond white Kon oroo Pow AS SHOWN 5 Gal. L 9P Beccha��s �I�„�!ons'p eo^pe�^'' Dwa�t Ce eie R.�cn qC CH�WN � Gai I LW Leucodend�on'Wilson'c Wonde.� Wilson's Wonder Cone Bush AS SHOWN 5 Gal. VL OEL Oleo euro oeo'L�ttle 011�e' L�tfle 011�e Dworf Ol�ve AS SHOWN 15 Gal VL PC Prunus carolinipno Carolino Laurel Cherr AS SHOWN 15 Gal. L RC Rhamnus col�forn�co'Mound Son Bruno' Coffeeberr 'Mound San B�uno' AS SHOWN 15 Gol. L ID BOTANICAL NAAAE COMMON NAME SPACING SIZE WUCOL VINES FP Ficus pumila Creepin Fi - t Gal. M ID BOTANICAL NAME COMMON NAME SPACING SIZE WUCOL ORNAMENTAL GRASSES BAMB00 AP Agrost�s pailens Notive Bent ross Sod L CP Corex proegrac�l�s Colifornio Field Sed e AS SHOWN q"POT M CT Chondropetolum tectorum Cope Rush AS SHOWN 1 Gol. M HH H�moloyacalomus hooker�onus Blue Bamboo 3'O.0 5 Gal. L MC Muhlenber io ta illaris 'White Cloud' White Cloud Muhl Grass 24"O.0 t Gal. L � I►'�'--�2.c��'�-.3,2 �:' ' �..... {. � . ,. a, .rtr .`+� j�7 s�a r ` .� w' .:-. ! .~`,. R..,. _......,.,.(�'� /.1..:�..�....� � .: � � r� . . ,._ i.•..��\•.)•�,r�`'l�r l!� :I�+ - .� �„�ilyj��'�+•��3. ' '"':.�-��I' �' • D��• �i>r 1 i � �i � r� Apple Bubb 16 Sitework Phase 2 10411 Bubb Rd 'k W / KIER�WRIGHT CIVIL ENGINEERS 8 SURVEYORS.INC. J350 SCOTT BOULEVARO.BUILDING 22 SANTp CURA,CALIFORNIA 9$p51 P 108.727.66G5 F�08.747.5611 r STUDIO FIVE I ^ESIGt� __. ��,.E,.� ;;f STUDIO FNE�ESIGN 508 SAN ANSELMO AVE,SUITE 12 SAN ANSELMO AVE CA 94960 P 4 t 5.524.8517 REVISIONS AND ISSUES DR SUBMIRAL oescr�anoN PROJECT NUMBER A12000-01816 DESIGNED RS DRAWN BV �ATE AUGUST2D14 SCALE AS SHOWN SHEET NAME MATERIAL SCHEDULE SHEET NUMBER L0.1 , � � . / . . . /_ f l- . / . . � .. ' . � � ., / � .. �-: � / / / i � ........ .- . / g �—'� - .LANDS OF S Tk-�ER� P C1F"IC �RANSf�OR?A !ON CO ANY � � _ _ _ __ LIMIT OF ORK ! � ��<. � � — , � , � _ _ _i . � ,x _ � , — , �� , / , —_—_�— e � � �1 � �� / ��, ,�... �, \ `/\ /� \� \\ � � � A le ►._��. _ � � , pp , � , Bubb 16 Sitework � � � � ,� � � � Phase 2 10411 Bubb Rd � �. V' \ � �, � � � � - � � � k ` � \ \ \ Wj; \ \ � _ � �� ;r� —� , . _ �..h�" �. _ _ _ KNE�RE�WRI�GHT ; �� v. �� ._ �. , _ , � _ _. �. � ��! , �'. .F .. \ \ � ..,....�.. ,.�,�-. �,.,.��-'., .,..... . �.. .". � SOSCO77BOU � CIVIL IN � 33 LEVARO BUILDING 21 \ // t \ \ \ . .. �Y �.. \ ' SANTp CLARA,CA�IFORNIA 95051 .. � ..._ ...____._ } P�Og.727.5565 F Ia8.717.5611 � , \ � ' .. . ,...... , _ � � � � '; i . � � � � � � � ` ` _. ' � __ ___ � . � . . � ' \ � �.� - ° STUDIO FIVE I ��SIGR; � � � _ � � \ � \ � � � -,. ,,.: � �' ,. \ � 508 S N AI SELMO AVE,SURE 12 , YF• � " �. \.` j � � � ! , ^ � __ __... SAN ANSELMO AVE.CA 94960 .� . \. \ \ ...' �.-�: . ... . �. ... .. . , . .. P 415.524.8517 \ . � �:__; . ,'. . ..... . ,� -., . _ .. . .., .. . ., . ....,. r �. � \\ � ��.n; � , ..., � \ . � .. ..... �- . . .. .. . . .------------ � J \ � .. \ �.. .\. � e\ '9}:. • � . . � � \ . . \ � \ '.t . �.. . ...- � / .. �. \ \ ��.\ . . \ /\ J /� J / �� .! /�// ! � .. . .. .. . . . J' ._... \ '. .. .. ...., .. -�\ . . . . . ......_. _._. ...+' \ . �/ � . .. � _ , ,�\ -�\ , � � ,� ,_ a � � �. �� . , � , ,. ,. �, � � ; � � I �; LOT 16 --- _._..__ Y '� \ �� \ ,, i , TRACT NO.4746 , �:.� . � � � � �;� S�MZ,�zs� �...., o ,.. ,. ., �. � �.. ; k . � I.;c7-A('RI.S _.._.__ _._....... O .._. �'...� ... . . .�, , . . . \ \ . . , , r . - .. .. . � �. . �� .. ��, , � �. �� . � � � ., // \. . .� \ � �.� � w._ tV._ . ,.._ - . f. . ..". � 1 ` ... , .. ..>. _'_.___.-_ __________ O ....... ,w%/' 1 1 ��.. .... .. ... ` "/�:.�/ .' t \\ � � � �: �,- .,..,.: . � � �...., � � : , c DISPOSITION LEGEND TOTAL O/C� \� \ "'�, ` - _- - L ��, •: � � �,� ; ; : ��J� � �^� TREE TO REMAIN 10 � O/� ---�--- - - °"" � __ __ _ __..' �� 1 „ �� , : \F` � 2 X . � TREE TO BE REMOVED 7 � -�'� °`� � . -„ � � \ ,� �.. \ S � ,_ �:_�.__�_,. _ � +'�. �i� � � � Scale'3132'�t'-0' , i r _ � ;. . � i }.... � � , �i Total �: '- \\ \� ik\\ � -cJ� � 'rJ� �� 2�� Trunk Size of Removed Number o(Trees to be Replacement . \ \ � i � , � ,.� ---� -� _-� � - REVISIONS AND ISSUES Tree Removed Replacement Trees 7rees . a� -- ---__. Up to 12 inches 4 One 24"box trees 4 \ T \ ;� \� .� DRSUBMITTAL OBIttI11 �. �\� � � � �� , , . � Over 12 inthes and up to , . ,�. �.�:_.� �-�.�. 18inches 3 Two 24"box[rees 6 . � � � � � � 10 � - .t 4 � \ � \ , - . - - �1-. '� ..., . .\. � -. ._. ��-'\` .\ � '\ . \� �� ..., �. �� . DEPENDENT ON DRIP UNE LENGTH �\ � ,� ��, � � -�l]� POS7 WITH SURFACE MOUNTED BASE T R E E P R O T E C T I O N N O T E S � \ ¢ \\� // II. \ CHAIN LINK FENCE SHALL BE DURABLE AND HIGHLY t. TREE PRESERVATION AND PROTECTION: IN PROVIDING RECOMMENDATIONS FOR TRE�T \ � \�i '� �e \�� VISIBLE WITH WARNING SIGN(S)VIS18LE TO SIDE OF PRESERVATION, WE RECOGNIZE THAT INJURY TO TREES AS A RESULT OF CONSTRUCTION , '� * � �` �`.. �`�.�"�_� � �--' --_ ll CONSTRUCTION ACTIVITY IN CL U D E M E CHA NI CAL INJU RI E S T O T RUNKS, ROOTS AND BRANCHES, AND INJURY AS A `�., � � �` �� -.�w�'� (�i r/ TREE RESULT OF CHANGES THAT OCCUR IN THE GROWING ENVIRONMENT. TO MINIMIZE THESE � - °." � . __.�...: ... . � 3]�9 NOTE: I N J U RI E S, W E R E C O M M E N D G R A DI N G O P E RA TI ON S EN C R OA CH NO CLOSER THAN FIVE � � " """- a; `-'-``-a""' "�`` � "S05 � ..._ ` 1.PROTECTION BARRICADE SAFETY FENCE SHALL BE TIMES THE TRUNK DIAMETER, (I.E 30" DIAMETER TREE X 5=150" DISTANCE) AT THI$ � ` -�:.:� 1 '' • � � �'�� ,� MAINTAINED THROUGHOUT THE DURATION Of THE DISTANCE, BUTTRESS/ANCHORING ROOTS WOULD BE PRESERVED AND MINIMAL INJURY TO r `�-� � � , , "}.�} �� CONSTRUCTION WORK AT THE SITE THE FUNCTIONAL ROOT AREA WOULD BE ANTICIPATED SHOULD ENCROACHMENT WITHIN �_, '�-. `� —��_ W' �� „ 2 FENCE TO BE PLACED AT DRIPLINE OF TREES, `" �' ' " �� -``` --' UNLESS OTHERWISE DIRECTED BY PROJECT ARBORISi THE AREA BECOME NECESSARY, HAND DiGGiNG IS MANDATORV �., �` �_ — —= 2. BARRICADES: PRIOR TO INITIATION OF CONSTRUCTION ACTIVITY, TEMPORARY __ � `� OR CITY ARBORIST � � � �� ___� _�.��._ -' BARRICADES SHOULD BE INSTALLED AROUND A�L TREES IN THE CONSTRUCTION AREA. � • � � 3 ANY WORK THAT OCCURS WITHIN TREE PROTECTION -. \ �� SIX-F00T HIGH, CHAIN LINK FENCES ARE TO BE MOUNTED ON STEEL POSTS, DRIVEN 2 �- x` PLAN FENCING MUST BE REVIEWED AND APPROVED BY �� w�cci s.a p � PROJECT AR80Ri5T OR CITr ARBORIST FEET INTO THE GROUND, AT NO MORE THAN 10-FOOT SPACING THE FENCES SHALL �_ �� '�� — � �1Y°� No�scwanaa �nrE �`� 4 IF IRRIGATION HAS BEEN ABANDONED,THEN ENCLOSE THE ENTIRE AREA UNDER THE DRIP L�NE OF THE TREES OR AS CLOSE TO � � f yQ , , / i � � TEMPORARY FREQUENCT WATERING MUST OCCUR AND THE DRIP LINE AREA AS PRACTICAL THESE BARRICADES WILL BE PLACEO AROUND `-- � / 1 � ;,�";'`'—.,ua�'�� \ � BE DETERMINED BY PROJECT ARBORIST OR CITY INDIVIDUAL TREES AND/OR GROUPS OF TREES AS THE EXISTING ENVIRONMENT DICTATES. � ��l-_ , � � ARBORIST THE TEMPORARY BARRICADES WILL SERVE TO PROTECT TRUNKS, ROOTS AND BRANCHES � � � �_� � 1 � f� � / E \ FROM MECHANICAL INJURIES, WILL INHIBIT STOCKPILING Of CONSTRUCTION MATERIALS � � �� 5.WARNING SIGNS TO BE ATTACHED ON THE FENCING ,r AND IN APPROPRIATE AREAS NEAR THE CONSiRUCTION OR DEBRIS WITHIN THE SENSITiVE �DRIP LINE� AREAS AND WILL PREVENT SOIL COMPACTION AND COMPENSATE FOR ANY ENCROACHMENT OF NATURAL FEEDING ROOT i__. ` ` �' �_ t�.f�F�_ � AREA COMPACTION FROM INCREASED VEHICULAR/PEDESTRIAN TRAFFIC. NO STORAGE OF AREAS. INCEPTION OF THIS FERTILIZING PROGRAM IS RECOMMENDED PRIOR TO THE � ;- � ` , � INITIATION OF CONSTRUCTION ACTIVITY. ' EXISTING TREE TO BE PROTECTED MATERIAL, TOPSOIL, VEHICLES OR EQUIPMENT SHALL BE PERMITTED WITHIN THE TREE � � -`� // � � \�� WARNING SIGN MADE OF WATERPROOF MATERIAL ENCLOSURE AREA THE GROUND AROUND THE TREE CANOPY SHALL NOT BE ALTERED fi IRRIGATiON A SUPPLEMENTAL IRRIGATION PROGRAM IS RECOMMENDED FOR THE ALL �_ _� TREES (EXCLUDING OAK SPECIES) AND SHOULD BE ACCOMPLISHED A? REGULAR THREE �� _:, \�, " SIGN MUST BE WHITE W/RED LETTERS A MINIMUM THESE BARRICADES SHOULD REMAIN IN PLACE UNTIL FINAI INSPECTION OF THE = _ � /i ^ OF 1 SIGN POSTED AT EACH TREE PROTECTION AREA BUILDING PERMIT, EXCEPT FOR WORK SPECIFICALLY REQUIRED IN THE APPROVED PLANS TO FOUR WEEK INTERVALS DURING THE PERIOD OF MAY 1ST THROUGH OCTOBER 315T - . , _,i -_. OR EVERV 50 FEET,WHICH EVER i5 LESS SEE SIGN TO BE OONE UNDER THE TREES TO BE PROTECTED. DESIGNATED AREAS BEYOND THE IRRIGATION IS TO BE APPUED AT OR ABOUT THE 'DRIP LINE' iN AN AMOUNT SUFFICIENT �,_%� PROJECTNUMBER A72000-07B16 ENLARGEMENT BELOW DRIP UNES OF ANY TREES SHOULD BE PROVIDED FOR CONSTRUCTION MATERtALS AND TO SUPPLY APPROXiMATELY FIFTEEN (15) GA�LONS OF WATER FOR EACH INCN IN ---- �- DESIGNED RS DRnWN BV � CHAIN LINK FENCING FENCING TO BE ONSITE PARKING. REFER TO TREE PROTECTION DETAIL THIS SHEET TRUNK DIAMETER. IRRIGATION CAN BE PROVIDED BY MEANS OF A SOIL NEEDLE � ATTACHED TO POST,TYP 'SOAKER� OR PERMEABLE HOSE. WHEN USING �SOAKER' OR ?ERMEABLE HOSES, WATER OATE AUGUST2014 SCALE 0.11�1pME � 3 ROOT PRUNING (�F NECESSARY�: DURING AND UPON COMPLETION OF ANY iO SHEET NAME POST SURFACE MOUNTED TO BASE. POSTS TRENCHiNG/GRADiNG OPERATiON WiTHtN A TREE'S DRiP i iNE, SHOULD ANV ROOTS iS TO BE RUN AT LOW PRESSURE, AVOiDiNG RUNOFF/PUDDUNG, A�LOwiNG THE NEEDED TO BE IN A MINIMUM OF FOUR LOCATIONS ��^x17"MIN GREATER THAN ONE INCH (1") IN DIAMETER BE DAMAGED, BROKEN OR SEVERED, ROOT MOISTURE TO PENETRATE THE SOIL TO FEEDER ROOT DEPTHS `� �n EXISTING GRADE SIZE OR PRUN�NG TO INCLUDE FLUSH CUTTING AND SEALING OF EXPOSED ROOTS SHOULD BE � MULCH; MULCHING WITH WOOD CHIPS (MINIMUM DEPTH 2°-MAXIMUM DEPTH 3") D!,�'_p�'�.`�� LARGER FOR ACCOMPLISHED UNDER THE SUPERVISION OF A OUALIFIED ARBORIST TO M�NIMIZE ROOT WITHIN TREE ENVIRONMENTS (OUTER FOLIAR PERIMETER) WILL LESSEN MOISTURE :r'�';:";�:.'�'.;-" r- ^'�•. A*•,R'�•*' .�-;;a n � , ' �, 4�.i +=:.. TREE PROTECTION AREA-KEEP OUT SIGN DETERIORATION BEYOND THE SOIL LINE WITHIN TWENTY-FOUR {24) HOURS. EVAPORATION FROM SOIL, PROTECT ANO ENCOURAGE ADVENT�TIOUS R00T5 AND MINIMiZE � � �'' �yw"y Q,. 1 r •" ?:';�-� TREE DISPOSITION NO STORACE IN THIS AREA IF ACCESS 4 PRUNING: PRUNING OF THE FOLIAR CANOPIES TO'INC�UDE REMOVAL OF DEADWOOD POSSIBLE SOIL COMPACTION �� •-- T:�,�,� / IS REQUIRED, pLEASE CONTACT PROJECT : �l��'��. (XXX)XXX-XXXX ARBORIST/ �S RECOMMENDED AND SHOU�D BE INiTIATED PRIOR TO CONSTRUCTION OPERATiONS SqMIL ARP ANTD CONFORMRTpTORL REOUIREMTENTSCOHER�IN.0 PERIOD�RISNSPECTOiONS gy BE �--. -. -.•. ,,_ _�,� CITY SUCH PRUNING WILL PROVIDE ANY NECESSARY CONSTRUCTION CLEARANCE, WILL LESSEN :�:,S,� :---� SIGN ENLARGEAIENT ARBORIST THE LIKELIHOOD OR POTENTIAL FOR LIMB BREAKAGE, REDUCE 'WINDSAIL' EFFEC7 AND THE PROJECT ARBORIST ARE RECOMMENDED DURING CONSTRUCTION ACTIVITIES ,. ._ ,,•�,'.," ,,'��`_� SECTION PARTiCULARLY AS TREES ARE iMPACTED BY rRENCHING/GRADiNG OPERATIONS. �s-�-••�----••Q�-..-..,..� . SHEETNUMBER LL L / / PHONE PROVIDE AN ENViRONMENi SUITABLE FOR HEALTHY AND VIGOROUS GROWTH. II�LL ��CU `_.�,IIC�N - ��A� L�'C FLNI,I�VV NUMBER 5 FERTILIZATION A PROGRAM OF FERTILIZATION Bv MEANS OF DEEP ROOT SO�L �NSPECTIONS AT APPROXIMATE FOUR (4) WEEK INTERVALS WOULD 8E SUFFICIENT TO ��'�'�t:i�:`.i•.%C�;� '��r ,�v, �'R• '� - INJECTION IS RECOMMENDED WITH APPLICATIONS IN SPRING AND SUMMER FOR THOSE ASSESS AND MONITOR THE EFFECTNENESS OF THE TREE PRESERVATION PLAN AND TO � � � s�[,/+"-�'-o° TREES TO BE IMPACTED BY CONSTRUCTION. SUCH FERTIUZAT10N WILL SERVE TO PROVIDE RECOMMENDATIONS fOR ANY ADDITIONAL CARE OR TREATMENT (� STIMULATE FEEDER ROOT DEVELOPMENT, OFFSET SHOCK/STRE55 AS RELATED TO 9 CONTRACTOR SHALL REVIEW DETAIL 1, THiS SHEET PRIOR TO ACCOMPLISHING ANY � ■ CONSTRUCTION AND/OR ENVIRONMENTAL FACTORS. ENCOURAGE VIGOR. ALLEVIATE SOIL �'ORK OR REMOVING ANY TREES. � u e� LIMIT OF WORK LANDS OF, �OUTHERN f'ACl�1C TRANSPORTAT�ON COMPANY , � � \0 :\ � \A��\ ' PA � A PA pA. 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CONCRETE PAVING �4 0 HOLD EXPANSION MATERIAL 1" BELOW TOP OF SLAB POUR CONCRETE CONTINUOUS ACROSS JOINT SAWCUT �I �/8� ?�"WIDE JOINT OVER TOP OF EXPANSiON FILLER ° o��__ a � a ``' (/4�2a"STEEL SLiP�OwEL ° AT 24"O.C. �� a 7"THICK PRE-MOLDED EXPANSiON EXP' ANSION JOINT JOINT FILLER � �,L��,�� P�V�� ..'��T� T SCALE t t/7"_�'-p' a � 0 N ? t'--0.. �--'�' ,t„CROSS SECT!ON D!A [ - - � S.S.HANDRAIL CONTRACTOR TO PROVIDE SHOP E0.TO � DRAWINGS PRIOR TO 1 TREAD 1'-D°? CONSTRUCTION ITYP.SHA E TOPT TOA�AAT�CHT HANDRAIL. o)�• .I uor�,�[.� f'PER f00� —� REINFORCED,PRECASi }2„ ��• o CONCRETE STEPS � �� EO EQ � EXPANSION JOINT 4 e-� � U.9 •��. � CONCRETE PAVING THiCKENED EDGE S.C.D. ��a CAST-IN S 5 SHOE a t"X2"X11GA TUBE CLASS II COMPACTEO � AGGREGA7E BASE o I 95%COMPACTEO I SUBGRADE a4 REBAR, 16"O.C. BOTHWAYS 3�� 3 REBAR @ NOSE OF EA STEP 1'-D" 2"CLEAR TYP. � vJNCPE�- �IAIf? � �—A�CkA L � �E,-_,._o. ;� � V � �JLA �K� RPCK �f�l;f C�-� 6 SGLE 1'_�'-0' NCRETE� �-4� SS Ii AGGREGATE BASE RELATIVE COMPACTION GEOTECHNICAL REPORT ,RELATIVE COMPACTED SUtiGRADE PER GEOTECHNICAL REPORT �i►��-�01t�-� �l��iy�I�"�w;T+�ft�: �'S,!� -��. «n . �'v* A .:! ��d`f b�!:.l�:,! ��.� ; = -; ___.�_�:..:I�.Y.�.�: �:i��'.1�i. ..;! °^. . __,..��.,_.<�.. ,,� � ."'.., . ':.... ... . . ._ . w: ; � '�� .,i'�,�. �'��'�-`��'. �` t: r: .� �! � � <w �� wo a w �_ U� w N � �� a� LENGTN VARIES, SEE MATERIAL SCHEDULE CONCRETE PAVER BUT1 JOINT SAND SETTiNG BED CLA55 li COMPACTED AGGREGATE BASE 95i COMPACTED SUB- GRADE OR NATURAL GROUND �IL'R1111I1:7 � P��cn�- cov��-1� P��,vr, �ni,r, �� SGLE 3•-1�0.. unil-Pare2d�q ;� Apple Bubb 16 Sitework Phase 2 10411 Bubb Rd .�W KIER 8�WRIGHT CIVIL ENGINEERS 8 SURVEYORS.INC. 3350 SCOTT BOULEVARD.BUILDING 2I SANTA CURA,CRLIFORNIA 95DSa a�ae.�n.ssss F�oe.�s�.ss�� i STUDIO FIVE I DES�C�N � _. F _:F:. _ STUDIO FIVE OESIGN 508 SAN ANSELMO AVE,SUITE 12 SAN ANSELMO AVE.CA 94960 P 415.524.8517 PLANTING GEO-EDGE PAVER EDGE RESTRAiNT UNIT PAVER� ua 3 BUiT�OiNT h O � � C �� OO � -CLASS II COMPACTED a� � O AGGREGATE BASE � 95%COMPACTED SUB- GRAOE OR NATURAL GROUND � � � NOTE PROVIDE SA�APLE OF EDGING TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR REVISIONS AND ISSUES TO INSTALLAiION aa suernm�u � PAVIf�G ��;� ��-��,1�1� C\ f�ATL�A �;�20UNG L SCALf�..S'=7'-0" un�l-povel-edqed•q NOTE 1 SEE SHEET L1.0- L1.1, FOR SCORE JOINT PATTERN. 2.ALL CONTROL JOINTS SHALL BE 5�-0��O.C.,11NLESS OTHERWISE SHOWN ON PLANS. 4 UD TOOLED JOINT, i/4 DEPTH OF SLAB,;"RADIUS. CONCRETE PAVING SEE MATERIALS LIST FOR FINISH j�3 REBAR� t8"O C o� 6z5xW2.9 WWf,EACH WAY AT 1AID DEPTH.HOLD CLEAR 3°FROM EDGE. CLASS II AGGREGATE BASE 95�RELATIVE COMPACTION PER GEOTECHNICAL REPORT 95%RELATIVE COMPACTED SUBGRADE PER GEOTECHNICAL REPORi 3 C:;A:;-i-I� ��'��\:: — �_ _`� -� I��J scn�E s•-,_o° �o��-P�-oo� �scravnora PROJECT NUMBER A72000-01816 �ESIGNED RS DRAWN BV DATE AUGUST2014 SCALE AS SHOWN SHEET NAME SITE DETAILS SHEET NUMBER L4.0 �F'ACI\C S-'A;;N� � ;;- I'_ANIS/ 'r.' �' SCl1nRf f�;�T 6"O.C. 5 20" 4.60 8"O C 6 93" 2 60 9"D.C. 7 79" i 78 10"O.0 8.66" 1.66 12"OC t0a0" t i5 15"O C 13 00" 0 74 18"OC i5.60" OSt 24"O C 20 80" 0 29 30"O C. 26.00" 0.18 36"O.0 30 00" 0 12 48"O C 40 00�� 0 07 72"O.0 62.35° 0.04 SEE PLANT SPACING DIAGRAM FOR MAxIMUM TRIANGULAR SPACING 'A'. THIS CHART IIS?0 BE USED TO DETERMINE NUMBER OF GROUND COVER PLANTS REOUIRED IN A GIVEN AREA � PL�U— �JI�N—TY DI��;�aPl V $CPLE NOT TO$GLE R00T BALL AAIENDED BACK FILL MIX UNDISTURBED SOIL OR COMPACTED SUBGRADE BELOW AND SIDES OF PLANT PIT VERTICAL DRAIN 6�� DIA. X 4'-0"PERF. PVC PIPE FILIED WITH��"UNIFORM DRAIN ROCK (2 EACH PER TREE,TYP) 4"DIA.PERFORATED PIPE WRAPPED WITH DRAIN ROCK AND FILTER FABRIC SOCK SLOPE DRAIN,S.C.D FOR DETAILS 1. INSIALL SUMI'A5 SHUWN. 2 PROVIDE PERCOLATION TEST. INSTALL ORAIN TILE IF REOl11RED AND EXISTING STORM DRAIN INVERTS ALLOW � ��I�'� TIL= �f�C TRE= PIT �J\�P � SCl4E:3'=t'-0' eAgng-OOt ��✓�-�.}��f�a , s.i�r�..+�r:��','erT.'+...�p • ��:>�:��: . �.•'15�.��u.`v.% :? .<,'i y.�:sA�iy��::y s-..'�1�:�Y ._, ,. .., ...,...�J..�.� � —wV.s t,.�D�..'�d�f�,L+. ��t��t��a. � —.� ` m. �-..../.n..r+..�s� '\ a,.!�.r.'::[Y.j._.�i�t�e'd ,i' �f,o.�+!. ��• NOTES. 1.REMOVE CONTAINER BEFORE PLANTING 2.COMPACT SOIL AROUNC ROOTBALL ' THOROUGHLY SOAK PLANT WITH A FINE MiST AFTER�NSTAL�ATiON SET R001 CROWN 2"ABOVE FINISH GRADE 3°MULCH LFYER 3"HAND-SHAPED TOPSOIL BERM OR BACKFILL BASIN CONTINUOUS AMENDED BACKFILI (3)FERTiLi2ER TABLETS TRIANGULAR SPACE THEM SCARIFY ALL SIDES OF HOLE SCARIFY EXISTING SOIL UNDISTURBED SUBGRADE ��SHRI,B P��N—�'�IG ��`I �!�T�-�A_ GR�D= J SCALE�NTS �1-aUNi-it ��KUUNU(;UVtK. PLAN _PER S DETAIL NG ,`� L��1DSC�aPE ri=A�� Y J SGLE:3'=1'-0' edqng-OOi .A. O m '9 ,P ' O O O O PLANT LOCATION DIAGRAM FOR USE WHEN PLANTS ARE SPACED EQUiDISTANT FROM EACH OTHER AS IN ALL GROUND COVER PLANTINGS AND MASSED SHRl18 PLANTINCS. f'L/�N� �;q'��;� - A�;KA1�1 5 �E�T ro�E � � 12" ROOT BALL 12" MIN 3X ROOT BALL �N WiDTH NorEs t TREE SPECIES TO BE CONSiSTENT iN SiZE AND SHAPE 2 ALL TREES SHALL BE SE�ECTED Ai NURSERY BY OWNER�LANDSCAPE ARCHITECT 3 A�L pOSTS SHALL BE 2"DIA LODGE POLE AND SET PlUMB ANC Ai THE SAME HEIGHT ABOVE GRADE INSTALL (Zj STAKES PER TREE, 180 DEGREES OPPOSi?E, SUPPOR?WG W�NDWARC SIDf_ EXTEND 12"iNTO UNDISTURBED SOIL ATTACH GALV STELL WIRE TO POLE, ENCASE WiRE AROUND TRUNK IN REWFORCED BLACK RUBBER HOSE AT 2/3-1/2 HT OF TREE 4 ADD ALT iN LIEU OF LODE POLE FOR TREES 3E"BOx AND GREATER, ROOT BALL GUYiNG SvSTEM INSTALL PER MNFR'S SPEC�FICATIONS USE WIOE STRAPS,NOT WIRE MATERIALS FOR GUYING. 5 INSTALL ROOT BARRIER ADJACENT TO ALL WALKWAYC AND WALL CONDITIONS AS REQUIRED 6 INSTALL SUMP AS SHOWN 7 PROVIDE PERCOLATiON TEST iNSTALI DRAIN TILE (SEE DETAIL 7/L-a.1)IF REDUIRED AND EXISTING STORM DRAIN INVERTS ALLOW PREPARE TREE CROWN AND TRUNK ACCORDING TO SPECS TREE,REFER i0 PLANTING PLAN AND SCHEDULE 2"DIA LODGE PO�E. 3��LAYER OF Ml1LCH KEEP 6��CLEAR FROM TREE TRUNK ROOT FLARE. SET FLUSH W�FINISHED GRADE OR PLANTER SOIL AFTER SETTLEMENT SET CROWN OF R001 BALL 3"ABOVE FINISH GRADE 'REC[3UE38LCR SYSTCM,SCE IRRIGATION �WGS ROOT BALL REFER TO PLANTING SCHEDl1LE FOR CONTAINER SIZE ADD ALT R�OT BALL GUYING KIT{SEE NOTE 4 ABOVE) AMENDED BACK FILL MIX,AMEND PER SOILS REPORT UNDiSTURBED SOIL OR COMPACTED SUBGRADE BELOW&SIDES OF PLANT PIT VERTICAL DRAIN:E"DIA.X 4'-0��PERF PVC PIPE FILLED WITH 3/4"UNIFORM DRAIN ROCK� (2 EACH PER TREE TYP) FERTILIZER TABLETS TAMP BASE OF TREE PI`TO PREVENT TREE SETTLEMENT ,� TRE= �'L�?NTI��G �-T�IL 36"B�X �ND S��r,LLER \ ' r scuE r+n or-P�u�r-o,owc �� NOTES. 1 TREE SPECIES TO BE CONSISTENT IN SIZE AND SHAPE. 2 ALL TREES SHALL BE SELECTED AT NURSERY 8Y OWNER/LANDSCAPE ARCHITECT 'OSTS SHALL BE 2��DI0.LODGE POLE AND B AND AT THE SAME HEtGHT ABOVE NSTALL(2)STAKES PER TREE, iB0 OPPOSITE,SUPPORTING WINDWARD SIDE. 2"INTO UNDISTURBED SOIL ATTACH LL WIRE TO POLE,ENCASE WIRE AROUND REINFORCED BLACK RUBBER HOSE Ai H7 OF TREE aLT IN LIEU OF LODGE QOLE FOR TREES AND GREATER,ROOT BALL GUYING SYSTEM ER MNFR'S SPECIFICATIONS USE WIDE �OT WIRE MATERIA�S FOR GUYING. _R00T BARRIER ADJACENT TO ALL AND WALL CONDITIONS AS REQUIRED _L SUMP AS SHOWN DE PERCOLATION TEST INSTALL DRAIN DETAIL 7/L-4.t)IF REOUIRED AND �TORM DRAIN INVERTS ALLOW. TREE,REFER TO PLANTING PIAN AND SCHEDULE PREPARE TREE CROWN AND TRUNK ACCORDING TO SPECS SET TREE LEVEL WITH UPPER SIDE OF STEEP SLOPES 2"DiA LODCE POLE IRRIGATION,TYP. SEE IRRIGATION PLANS SET CROWN OF ROOTBALL 3" ABOVE FINISH GRADE 3��LAYER OF MULCH KEEP 6"CLEAR FROM TREE TRUNK ROOT BALL MOUND SOIL TO PROVIDE SOiL SAUCER ADD ALT ROOT BALL GUYING KIT(SEE NOTE a ABOVE) AMENDED BACKFiLI �AIX UNDISIURBED SOIL OR COMPACTED SUBGRADE BELOw&SIDES Of PLANT PIT TAMP BASE OF TREE PIT 10 PREVENi TREE SETT�EMEN? VERTICA� DRAiN 6"DIA x a'-0" PERF. PVC PIPE FILLEG WITH�"� UNIFORM DRAIN ROCK (Z EACH PER TREE�vP) IIZL_ I'LANII'�C qv� �JYf�� r'� �L01'L 2 SCAIE NTS Di-Plµi-O7 pNG n� � Apple Bubb 16 Sitework Phase 2 10411 Bubb Rd k W� KIER 8�WRIGHT CIVIL ENGINEERS 8 SURVEYORS.INC. 3�50 SCOTT BOULEVARD,BUILOING 22 $ANTR CIARA,C�L�FORNIA 95051 a�os.�s�.saes v.ae.,��.sw, i STUDIO FIVE I GESlGt�! __� _ ._..�E- F s. STUDIO FIVE DESIGN 508 SAN ANSELMO AVE,SUITE 12 SAN ANSELMO AVE,CA 94%0 P 415.524.8517 REVISIONS AND ISSUES OIR SUBMITT�I. No�oescr+wnora � oarE PROJECT NUMBER Al2(100-01816 DESIGNED RS DRAWN BV �ATE AUGUST1014 SCALE A$SHOWN SHEET NAME PLANTING DETAILS SHEET NUMBER L4.1 • • or a 1 lona . n o�a 1 on ee 1 e _ _