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DIR-2014-19b 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 Prepared by: Gian Paolo Martire,Assistant Planner Date: June 6, 2014 Subject: Director's Minor Modi_fication, DIR-2014-19, to allow mulor site modifications including parking lot restriping, new landscaping features, ADA compliant pathways and a new EV charging station; and Chapter 19.164 of the Cupertino Municipal Code allows for admuzistrative approval of minor changes in a project. The Director reports his decision to the City Council and Plarining Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Nektarios Matheou, representing Apple (tenant) and Home of Christ Church (property Owner), is requesting approval to conduct site modifications to the parking lot with associated landscaping and site improvements at a Light Industrial zoned property with two existing buildings located at 10420 Bubb Road. Pa��king Lot Improvements The applicant proposes to reconfigure and upgrade a portion of the existing parking lot in order to do the following: • New landscape planter islands with many drought-tolerant and native plantings • Replacement of existing irrigation system with water efficient system • Soil amendments to increase the viability of new plantulgs • ADA accessibility upgrades • Four new electric vehicle charguzg stations • The project also proposes more bicycle parking than what is required by the Parkuzg Ordinaiue. The proposed landscaping features, as well as the parkuzg stall, parkulg supply, and drive aisle dimensions, are u1 compliance with the City's Parkulg Ordinance. No reduction in parking stalls is proposed. DIR-2014-19 Page 2 10420 Bubb Road Site Improvements The applicant also proposes to enhance the site to create a more pleasurable working and pedestrian experience. The site improvements include: • New courtyard area along the west side of the building with added site furnishings • Replacement of existing irrigation system with water efficient system • New wallcway connection from the public sidewalk to the building • New bicycle racks and lockers • ADA accessibility upgrades ACTION The Director of Community Development deems the modification minor and approves the Director's Mu1or Modification and Tree Removal Permit with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on the plan set consisting of 17 sheets received on May 16, 2014 labeled title sheet, C-001, C-102, C-003, C-100, C-101, C-200, C-300, L-001, L-100, L-101, L-102, L-200, L-201, L- 202, L-500, L-501, and L-502, entitled, "Apple Bubb 14 Sitework, 10420 Bubb Road," 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- 2013-16. 4. UTILIT'Y 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. LIGHTING COMPLIANCE All new lighting must conform to the standards in the General Commercial (CG) and Parking Ordinance, and the final lighting plan (including a detailed photometric plan) shall be reviewed and approved by the CommLUlity Development Director prior to building permit issuance. Prior to final occupancy of site permits, a report from a licensed lighting engineer s11all be provided to confirm that all exterior building-mounted and site lighting comply with the lighting standards contained in the City's General Commercial and Parking Ordinances. DIR-2014-19 Page 3 10420 Bubb Road 6. TREE REMOVAL Prior to removal and replacement of trees as part of the parking lot and site improvements, applicant shall receive approval and exhaust t�1e appeal period for tree removal permit TR-2014-25. 7. LANDSCAPE PROTECT SUBMITTAL Prior to issuance of building permits, the applicant shall submit a fuil 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. 8. 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 system have been installed. The findings of the assessment shall be consolidated 'uzto 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." 9. 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) Maultenance shall ulclude, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatchulg turf areas; replenislling mulch; fertilizing; prunulg; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the saine or functionally equivalent plants that may be size- adjusted as appropriate for tlle stage of growth of the overall ulstallation. Failing plants shall either be replaced or be revived through appropriate adjushnents in water, nutrients, pest control or other factors as recommended by a Iandscapulg professional. 10. INDEMNIFICATION To the extent permitted by Iaw, the Applicant shall uldemnify 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 DIR-2014-19 Page 4 10420 Bubb Road attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without lunitation) 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. 11. 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 �vritten 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 Director's Minor Modification is effective June 6, 2014. The fourteen calendar day appeal period will expire on June 20, 2014. Enclosures: Plan set G:\Planning\PDREPORT\DIRreports\2013\DIR-2013-16 and TR-2013-28.doc � SITE ACCESSIBILITY NOTES KIER 8�WR�GHT STANDARD NOTES VICINITY MAP 1. ALL SITE VNORK SHALL BE IN CONFORMANCE VNTH TITLE 21 OF THE CALIFORNIA ADMINISTRATNE CADE,THE AMERICANS 1. ALL GR/1qNG 3M�LL BE DONE IN ACCpRpANCE 1MTH RECOMMENDIITIONS IN THE Shc AND FOUNDA710N INVESTIGATION linmrs2pnA:"fi.: :.IturteSiCed ��'��'-'a"�'� �-� VNTH dSABILITIES ACT ACCESSIBILITV GUIDEUNES(ADMG).THE 2010 CALIFORNIA BULOIN(i COOE AND ANV LOCAL OR PREPARED FOR T�5 SITE BV NAILIAM F.JONES.P.E.CONSI:ITING EiJGINEER,DATEO AUGUST.1971.'A SdL INVES71GI1T10N � t�i h SChopk� '`�-�� -, 7 STATE AMENDMENTS THEREOF. FOR VALLEV(3REEN BUSINESS PARN'. ;�S, cU��E��„��;�B5; ��Apartmenis �''s� ` 2. ALL PEDESTRIAN SURFACES SHALL BE STIIBLE,FlRM,AND SLIP RESISTANT.SURFl10E5 YNTH A SLOPE OF LE55 TMAN 6% 2. THE ORGNNC IMTERIAL�OVERING THE SITE SHALL BE S'R2IPPED ANO STOCKPILED.THE STRIPPINGS SNAII BE USE�TO �?��i�� 's�,� �n'��((�'$!�fl8"�-W�J�'yDtiSAC��'�t`°��"'��'"y�a.:��„ SIOPE SHALL BE AT LEAST AS SUP-RESISTANT AS TFU1T DESCRIBEO AS A MEOIUM SALTED FlNISH.SURFACE5IMTH BACKFlIL ALL UNDSCAPE PUNTERS AND ROUGH ORADE MOUND AREAS,AS SFI0IMJ ON UNDSCAPE ORAVNNCiS,TO .� "Wa� F'�,j�'JU% 2 ,.xtptay@� �� GREATER THAN A 6%SLOPE SNALI BE SLIP RESISTANT. WtTF11N 0.1'OF 0��5 SFIONM.E%CESS STRIPPII�KiS AN�EXCAVATED MIITEPoAL SHALL BE REMOVED FROM THE SITE BV �'i•yi, _�� r Ki5 '�ar Xi�,".,,n y . .� THE GRADING�7RACTOR. �'1,�., �. 3. A LEVEL AREA IS DEFlNED AS A SPEdFlEO SURFACE T}IAT DOES NOT HAVE A SLOPE IN AM(�IREGTION EXCEEdNG 7:50 �i, -, (2%SLOPE).SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCE55 AISlES SHJILL BE THE MIMMUM POSSIBLE 3. A0.1US7MEM5�BUILdNG PAD ELEVATIONS OR PARqNG LOT GRADES TO ACliIEVE EARTFAAORK BAUNCE SHALL BE �;�,.�-�� " r AND SHALL NOT EXCEED 1:50(2%SLOPE)IN ANV DIRECTION. y�ppE qdLV NAiH APPROVAL OF THE ENdNEER. � x �~ ,. �t� �� l.awtnn WALKS AND SIDEWALKS� 4. COMPACT1dJ TO BE DETERMINED USING ASTM D1557-U1TE5T E01110N. Z �, � ?/idcllS SCh�JOI A p p l e 4. A WALK IS DEFlNED AS A SURFACED PEDESTRIAN WAV NOT LOCAiED CONTIGUOUS TO A STREET USED BY THE PUBLIC.A 5. THE TVPES.LOCAT�ON�,SIZES AND/OR DEPTHS OF EXISTNG UNDERGROUND UTILITIES AS SM01M�ON THE IMPROVEMENT �� _ SIDEWpLK IS DEFlNED AS A SURFACE�PEDESTRIAN WAY CONl1GWU5 TO 11 STREET USED BV THE PUBIIC. PLpNS 1/yERE�TAINED FROM SIXIRCES OF VARVING RELIA&LITV.THE CONTRACTOR IS CAUiIONED T}IAT ONLY ACNAL - � _ EXCAVATION WLL REVEAL THE TVPES,EXTENT,SIZES.LOCATIONS AND DEPTHS OF SUChI UNDERGROUND UTILITIES.(A � Raul 1Si.fdd.r: � 5. WALKS AND SIDEWALKS SNALL HAVE A CROSS SLOPE THAT DOES NOT EXCEED 1:50(2%SLOP�.TiE SLOPE IN THE REASONIIBLE EFF�RT W15 BEEN AMDE TO LOCATE AN�DEU�EATE ALL KN01MJ UNDERGftOUNO UTIUTIES.)F10WEVER.THE AAqn,�ViStd In+t B u b b 14 S i tewo rk dRECT10N OF TRAVEL SHALL BE LESS TFU1N 120(5%SLOPE),UNLESS OTHERWISE INDK'ATE�AND SHALL FiAVE A ENdNEER CANA55UME NO RESPON51&LITV FOR TNE COMPLETErE55 OR ACCURACV OF TME DELINEATbN OF SUCM - ��,rk El�v!:f ,,f�i;' CONTNUIXIS COMMON SURFACE NOT INTERRUPTED BV STEPS OR BV ABRUPT CMANGES IN�EVEL EXCEEpNG 1/41NCH lX•/pERGRWNO UTILITIES NMICM MAV BE FNGOUNlERED,BUT VNiICH ARE NOT SF101M1 ON TMESE DRAVYINGS. . µ� �it �.`�:;f�rr�xA Bi-�u ��fi" �,++a:-t�s�,"rez�k.k�il�vd 10420 BU BB ROAD AND SHALI BE A MNMUM OF�E INCHES IN 1MDTH. ii'°��t��, 6. CONTRACTOR?O�RIFV ALL EXISTNG INVERT ELEVAT10N5 fOR STOftM DRAIN AND SANITMV SEWER CONSTRUCTqJ �>` 6. WALKS SHALL BE PROVIDED VNTH A LEVEL AREA NOT LESS THAN 601NCHE5 BV 601NCHE5 AT A DOOR OR CiqTE THAT pItIOR TO ANV 9fTE V'IORN.ALL WORK FOR STORM AND SAMTARV INSTALUlION SHALL BEGIN AT THE DOVNJSTREAM PROJECT (:upCrtinO SVNNGS TOWARD 7HE WALK.AND NOT LE55 TtiqN IE INCHES VNDE BV M INCHES DEEP AT A DOOR OR Gq7E TFIHT CONNECTION POINT.TMIS YNLL ALLOW FOR ANV NECESSARY A0.IUSTMEN75 70 BE MHDE PRIOR TO 7HE INSTALLATION OF '� �LOCATION � C'ivit;�;r.nter k SWiNC35 AWAV FROM THE WALK.SUCM WALKS SW1LL E%hND 2�INCHES TO TME SIDE OF TiE STRIKE EDOE OF A DOOR THE ENTIRE LIPE.IF NE CONTRACTOR FaLS TO BEGIN AT TIE DOVNJSTREAM CONNECTdJ PdNT ANO WORKS UPSTREAM, R� �y "= r OR GATE 7}WT SVNNGS TOWARD THE WALK. HE SFUILL PROCEED AT MS ONM MSK AND BE RESPONSIBLE FOR ANV ADJUSTMENTS NECESSARY. ;� �- � ',` � ... �n Ch�potle . �'� WRB RAMPS: 7. SHOULD DISCREPANCIES EXIST BEIWEEN THE AClUAL ELEVATIONS AND IOCAl10N5 OF EXIST1NG UT1LITV CONNECTIONS ? � a�. AAexsCan Cn11 E:d?On i � � AND THOSE AS Sf1WN�ON TMESE PUNS,7HE CdJlRACTI�R SHALL NOTIFV KIER 6 WRK3HT dVIL ENGINEERS AND `n '- � r Elpm+?tt?ary y ?�. �9�'�r,iiai�A� 7. A CURB RAMP IS DEFlNED AS A SLOPING PEDESTRIAN WAV,INTENDED FOR PEDES7RIAN TRAFFlC,WHICH PROVIDES SURVEVORS,INC..AT(�OB)727�685 BEFORE AQIUSTNG UTIUTV DESIGN. M1iCCiPdan �' w ��. S�h°°' < KI E R 8�W R I G H T ACCE55 BE7YYEEN A WALK OR SIDEWALK AND A SURFACE LOCATED ABOVE OR BELOW AN ADJACEN7 CURB FACE.AS Ranch Park ?-intoin �-�„ �4%g� ? ' dFFERENTIATED FROM A RAMP. 8. CON7RqCTOR SIML�UNCOVER AND EXP0.SE ALL EXISTNG UTILITV ANO SEWER UI�ES WHERE TiEV ARE TO BE CROSSED •- FlFrtrenthry � CN�L ENGINEERS 8 SURVEYORS.INC. ABOVE OR BELOW�'THE NEW FAdLITY BEING CONSTRUC7ED IN ORDER 70 VERIFV THE GiRADE AND TO ASSURE TFIAT .�� ,c,Ctwof �. � aa5 sco � �vnR � ��.tic 2^ 8. CURB RAMPS SHALL BE A MIMMUM OF 1 FEETVNDE VYITH A SLOPE NOT EXCEEdNG 1:72(!�J%SLOPE).TRANSIT10N5 THERE IS SUfFICIENTCLEARANCE.IF THE CANTRACTOR REWIRES ASSISTANCE ME SW1LL CALL KIER 8 WRIGHT dVIL � ��;�. SAN'�:n C 4Rn�'n!i�ORV 95�5a FROM RAMPS TO VUALKS,GUTTERS OR STREETS SFIALL BE FLUSH AND FREE OF ABRUPT CHANGE.MAXMUM SLOPES OF ENGINEERS AND SURVE�ORS,INC.AT�OBI727b6fi5 AND REOUEST A SURVEV CREW TO MAKE Th1E DE?ERNNATION.PIPE �+�!+ �� js`�-t r.��r �'<O(. 565� r e06'.:�6a'�. AN ADJOI WNG(iUTTER,ROAD SURFACE MIMEDIATELV ADJACENT TO THE CURB RAMP,OR ACCESSIBLE RWTE SW1LL NOT SHALL NOT BE STRUNG NOR TRENCHING LOMMENCED UNTL ALL CROSSINGS HAVE BEEN VERIFlED FOR CLEARANCE.IF Deep C�i`rf ~ -� �kd � EXCEED 1:20(5%SLOPE)VNTFIIN�FEET OF THE TOP AND BOTTOM OF THE GURB RAMP.THE SLOPE OF THE FANNED OR TNE CONTRACTOR FAILS TO FOLLOW TMIS PROCEDURE,HE VNIL BE SOLELY RESPONSIBLE FOR ANV EXTRA YYORK OR Goi!CoutSC .1ah'r�.KPtiner�y ?e� FLARED SIDES OF CURB RAMPS SHALL NOT E%CEED 1:10(10%SLOP�. MqTERIAL REOlARE01F MOOIFlCA710N5 TO THE DESIGN ARE NECESSARY. � Mitld�P St;h�p( �� 9. A LEVEL LANDING 4 FEET DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL VNOTH TO 9. THE CONTRACTOR SHALL SET HIS STRING OR YNRE THRIXICH AT LEAST THREE GRADE STAKES TO VER�FV THE GRADE.IF � ��P,b� PERMIT SAFE EGRESS FROM THE RAMP SURFACE,OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP THE STAKES DO NOT PRODUCE A UNIFORM GRADE,NOTIFV TFiE ENGINEER IMMEdATELV AND FU1VE THE GRADES CHECKED NOT TO SCALE :j �"y�. --�•��- SHALL NOT EXCEEO 7:72(E.73%SLOPE). PRIOR TO TRENCYMNC• 10. TRANSITONS FROM RAMPS AND UNqNG TO WALKS,GUTfERS OR STREETS SHALL BE FWSH AND FREE OF ABRUPT 10.STORM DR/UN PIPES DESMaW1TED AS'SD'FROM 4'TO 21'IN dAMEiER SHALL BE SDRJS P.V.C.(GREEN-T1TE PIPE BV P ROJ ECT B E N C H MARK CWINGES. AMNVILLE OR qpPROVED EOUAL),CLASS HDPE SMOOTH INTERIOR PIPE PER ASTM D3212(FIANCOR SURE{pK WT PIPE OR APPROVED EIXIW VMTH CUSS 1 BACKFlLL OR WCTIIE IRON PIPE(DJ.P.),IF SPEdFlED ON PUNS.NO M1ITERIAL BM-10W,SANTA CIARA VALLEV WATER DISTRICT 11. MA%IMUM SLOPES OF ADJdNNG GUT7ER5,THE ROAD SURFACE MAMEDWTELV ADJACENT TO THE CURB RAMP,OR SUBSTTUTION SW1LL BE ALLOWED FOR DUCTLE IRON%PE.ANY PIPES URGER 7Hi4N 21'IN dAMElER SHALL BE CLASS III ACCESSIBLE ROUTES SHALL NOT EXGEED 5 PERCENT 1MTMN 1'-0'OF THE TOP AND BOTTOM OF T}IE CURB RAMP. REINFORCED CONCRETE PIPE(R.C.P.).HDPE AND P.V.C.PIPE SHALL ONLV BE USED NMEN TTiE MANUFACTURER SANTA CURA VALLEV WATER qSTRICTS 6 an qAMETER BRASS dSK(0180):ON TOP OF SOUT}1ERLY CURB FOR MCCLELLAN RECOMMENDATpN REOUREMENTS ARE MET.PIPE MADE OF ANV OTHER MIITER44L MAV BE USEO ONLV 11FTER APPROVAL ROAD,NEAR A CATCH BASIN:2.5 FEET NORTH OF THE RPJLRWD CROSSING LIGHTS,AND 15 FEET WEST OF 7HE CENTER OF TF� 12. THE EDGE OF THE DETECTABLE WARWNG SURFACE NEAREST THE STREET SHALL BE BEINIEEN 6'AND s'FROM THE OF THE ENCiINEER. 7RAGKS.STATON IS ALSO ABWT 250 FEET EAST iROM BUBB ROAD ALONG MCCLELLAN ROAD,GTV OF CUPERTINO. GUTTER FLOWLINE. 17.ALL UTILITY STRUC711RE5INCLUDING,BUT NOT LMITED TO MANHOLES,CATCH BASINS,WATER VALVES,FIRE HVDRANTS, ELEVATION�.3�2.51 FEET (NGVD 29 DATl/�A) 13. ACCESSIBLE RAMPS SW1LL HAVE A 12"VNDE BORDER VNTH i/4'GROOVES APPROXIAMTELV 3l1'O.C.,SEE GROOVING TELEPHONE AND ELECTRIC VAULTS AND PULL BOXES TFY1T LIE W7TFIIN AREAS EFFECTED BV NURK ON TFIIS PROJECT DETAIL.THE SURFACE OF THE RAMP FLARES SHALL W1VE A TRANSVERSE BROOMED SURFACE TEXTURE ROUCaHER TMAN SHALL BE ADJU57ED TO GRADE BY THE CONTRACTOR OR THE RESPECTIVE UTILITV COMPANV.THE CONTRACTOR IS THE SURROUNDING SIDEWALK.THE SURFACE OF ALL CURB RAMPS SNALL HAVE A COMPLIANT DETECTABLE WARNNG RESPONSIBLE TO AFFECT COORqNq71pN. SURFACE.SEE NOTE BELOW. 12.ALL AREAS TO BE ORADED AT 1%MMIMAUA FOR DRAINACE EXCEPT ALONG fLOVYIiNE OF CURB AND GUTfER OR VALLEV 14. IF LOCATED ON A CURVE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL.BUT THE MINMIUM 1MDTH OF THE RAMP GUTTER,AS SFIOYYN. SHALL BE I'-0'. 13.CANTRACTOR SWLLL GRADE EVENLY BETYIIEEN SPOT ELEVAT10N5 SfpNIN. 15. CURB RAMPS 5 W4LL HAVE A DETECTABIE WARNING SURFACE 7HAT EXTENDS THE FULL VNDTH AND MIN.DEPTH OF THE RAMP.DETECTABLE WARNING SURFACES SF44U CONFORM TO THE DETAILS ON THS PU1N AND CALIFORNIA BUILDING 11.PROPOSED SP()TORADES(ELEVA7pN5)SFI0IMJ MEREON ARE Fl�HSHED PAVEMENT GRADES,NOT TOP OF CURB GRADES, P E RM IT SCO P E O F WO R K CODE.OIMENSIONS AND PLACEMENT OF DOMES SHALL COMPLV VNTH CBC1127B5,ITEM 7. UNLESS NOTED 07HER1MSE. 16. UTLIT'PULL BOXES,MANHOLES,VAUlTS ANO ALL OTHER UTILITV FAGUTIES N1T}MN TFIE BOUNOARIES OF TME CURB 15.ESTMATEO EARTlNWRK IX1ANT1TIE5:EARTMNORK QUANTTIES Sh101MJ(IF AN`�,OR OTHERIMSE SUPPLIED BV KIER 8 TM�5 PERMIT PACKAGE IS FOR PAVEMENT REP/UR AND OVERUV OF THE EXISTING PARKING LOT,REMOVAL OF DAMAGED CURB RAMP SHOULD BE RELOCATED OR A0.IUSTED TO GRADE PRIOR TO,OR IN CONJUNCTION 1MTH,CURB RAMP WRIGHT,ARE APPRO%IMATE ONLV AND Sh10�MJ FOR THE PURPOSES OF CALCULATING GRAdNG PERNNT FEES.KIER 6 WE TO TREE ROOTS,INSTALLATION OF NEW REPLACEMENT CURB,�NSTALUTON OF UN0.SGPMG,ACCESSIBILITY CONSTRUCTION. WRIGHT ASSUYES NO LIABILIN FOR THE ACCURACV OF THESE QUANTITIES. IMPROVEMENTS,SIiE LIGHTNG,NEW 7TiEE5 AND INSTALlAT10N OF ELECTRIC VEHICLE CHARGING STATIONS. RAMPS: 16.W4iEN A GRAdNO PERMIT�S ISSUED ON THIS PROJECT THE AGENCV APPRWAL APPLIES ONLV TO GRADING.THE TREE REMWALS ARE PART OF A SEPARATE APPLICATION AND ARE SHO�AM HERE FOR REFERENCE. CONTRACTOR IS RESPONSIBLE FOR SECURING ALL OT1iER NECESSARV PERMITS TO ACCOMPUSM PROPQSED SITE WORK. 17. A RAMP IS�EFlNED AS A WALKING SURFACE NkIICH HAS A RUNNING SLOPE GREATER TIiAN 120(5%SLOPE)INTENDEO IT IS STRONCLV RECOMMENDED TFU1T THE CdJTRACTOR OBTAIN ALL NECESSARV UNDERGRWND PERMITS BEFORE pUBLIC FRONTAGE NpRK IS AL50INCLUDED FOR REVIEW I1N0 VNl l�� FOR PEDESTRUIN TRAFFIC AND AS qFFERENTUTED FROM A CURB RAMP.ANV ACCESSIBIE ROUTE OF TRAVEL SHALL BE ROUGH GRAdN6THE SITE,AS REVISIONS TO UNDERGRWNO FACILIilES MANDATED BV PLAN CHECKING AGENdES MAV p CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1:7(1(5%SLOPE). SUBSTANTULLY EFFECT GRAdNG INCLUdNG flNISFED FLOOR EIEVAl10N5. ��''. ` y _�J P 16. RAMPS SIiALI HAVE A MINMAUM CLEAR NADTH OF IL INCHES,UNLESS REQUIRED TO BE VNDER BV SOME OiHER 17.THE CAN7RACTOR SHALL VERIFV T1E CdJTENTS AND T}IICKNESSES OF THE BUILdNG SLAB SECTION(IE:CONCRETE, PROVISION OF iHE CADES IN EFFECT.THE MIIXIMUM SLOPE OF A RAMP SHAIL BE 1:12(E.33%SLOPE).THE MW(IMUM RISE SAND,ROCIQ NAM THE STRUCTURAL PLANS AND THE ELEVAT10N5 SH01MJ HEREON PRIOR TO COMA�ENLEMENT OF FOR ANV RUN SHALL BE 301NCHE5.THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50(2% GRADING OPER�7bN5. SLOPE). 10.ALL WORK SWLLL BE PERFORMED IN ACCORDANCE NATH APPLICABLE OS.MA.REGUUT10N5. t�,. �� 'r. ��+ 19. LEVEL R4MP UNdNC.S SFULL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP.INTERMEOIA7E IANdNGS SHALL 7 BE PROVIDED AT INTERVALS NOT FXCEEDING 301NCHE5 OF VERTICAL RISE AND AT EACM CWINGE OF dRECTION. 19.CANSTRUCTON CONTRACTOR AGREES THAT IN ACCORQ4NCE WITH GENERALIV ACCEPTED CONSTRUCTON PRACTICES. ��}" � �: � � ' ' LANdNGS ARE NOT CONSIDERED IN DETERMINING THE MAXMUJI HORIZONTAL dSTANCE OF EACH RAMP.TOP UNdNGS CANS?RUCTION CONTRACTOR NALL BE REQURED TO ASSUME SOLE AND COMPLETE RESPON51&LITY FOR JOB SITE SHALL BE NOT LE55 TUN 6�INCMES 1MDE AND SWLLL HAVE A IENGTH OF NOT LE55 THNN 601NCNES IN TME dRECT10N CANdTONS DURING THE CAURSE OF CONSTRUCTION OF Tlf PROJECT,INCLUqNG SAFETY OF ALL PERSdJS AND OF RAMP RUN.UNqNGS AT TFIE BOTTOM OF RAMPS ShNLL F1AVE A qMEN510N IN T}iE qRECT10N OF RAMP RUN OF NOT PROPERTY;711ATTlilS RE�UREMENT SHNLL BE MADE TO APPLY CONTINUIXlSLY AND NOT BE LMITED 70 NORMAL LE55 THAN 721NCHE5. WORKING HOURS,AND fANSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INOEMNFV AND FIOLD DESIGN PROFESSpNNL FNRMLESS FROM ANY AND ALL LIABILITV.REAL OR ALLEGED,IN CONNECTION NATH THE PERFORMANCE OF � 1MDRK ON 7HI5 VROJECT,El(CEPTNG LIA&LITI ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 20.NMERE OFFSITE DRNEWAY APPROACHES ARE TO BE CONSTRUCTED THE ONSITE DRIVEWAV SHALL NOT BE � �� _- CANSTRUCTE�UN71L THE OFFSITE IMPROVEMENTS ARE INSTALLED.THE IXJSITE ORNEWAV SW1lL CONFORM TO TFIE COMPLETEU OFFSRE DRNEWAV. PUBLIC WORKS GENERAL NOTES LANDSCAPE/IRRIGATION NOTES PROJECT SPECIFIC NO � REVISIONS AND ISSUES 1. APPROVAL OF TNESE PLANS DOES NOT RELEASE T}iE OWNER AND/OR CANTRACTOR OF THE RESPONSIBILITV FOR tHE 7, 7ry��ST1NG GROUND COVER T1i11T IS QMMGED DURING CONSTRUCTION SWLLL BE REPAIRED IN KIND TO THE 1. THE FOLL0IMNG ITEMS ARE REQURED TO BE COMPLETED PRIOR TO FlNAL OCCUPANCV BEING ISSUED FOR THE PERMI75: CORRECTIONS OF MISTAKES,ERRORS,OR OMISSIONS CANTNNED TNERE�N.IF DURING THE CWRSE OF CONSTRUCTION SATISFACTON OF APPLE INC. ISSUE FOR PERMR 04.07.14 IMPROVEMENTS,PUBUC INTEREST REWIRES A MODIFICATpN OF/OR A DEPARTURE FROM THE GT'OF CUPERTINO t,t, IETTER FROM LIGHTING CONSULTANT T}i14T BUILDING AND SITE LIGHTING HAVE BEEN INSTALLED ACCORqNG TO PLAN SPECIFICATION OR TMESE IMPROVEMENT PLANS,TME dTV ENGINEER SHALL HNVE THE AUTFIORITV TO REQUIRE SUCH Z. ME EX�STING IRR1611TION SVSTEM SHALL BE MOdFlED TO EIMMNATE SPRAV ONIb THE NEW SIDEWALK AND DECK AREAS. AND IN CONFORMANCE N7TH THE CITYS PARK�NG ORDINANCE. � MODIFICATION OR DEPARTURE AND TO SPEGFV T}iE MANNER IN WHCN THE SAME IS TO BE COMPLETED,AT TiE SOLE _ EXPENSE OF THE OWNER AND/OR CONTRACTOR. 3. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EVALUATE THE E705TING CIXJqT10N5 AND DETERMINE NECESSARV 12. LET7ER FROM AN ISA�ER7IFlED ARBORIST FOLLONANG CONSTRUCTION CONFlRMING TiE HEALTH OF THE EXISTIIJG LANDSCAPE 81RPo(d11110N MOdFlGT10N5.THESE MIOdFlCAT10N SHALL BE PRESENTED TO APPLE INC.,MARW NqULES TREES TO REMNN AND AL50 7HAT THE NEW TREES HAVE BEEN PLANTED PROPERLV AND ACCORdNG TO PUN. i 2. CONTACT PUBLIC WORKS,(106)777-3101,FOR INSPECTION OF GRAdNG,STORM ORAINqGE,AND PUBLIC IMVROVEMENTS. (OFFlCE�108-971�Mi8,CELL:/0l595-283�PRIOR TO 5TI1RT OF CONSTRUCTION. 1 J. A CERIIFlED UNDSCAPE PROFESSION�L S WLLL CONDUCT A LANDSCAPE INSTALLATION AUqT AFTER THE 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETE�PRIOR TO OCCUPANCV. 1. ALL NpqFlCATIONS SHALL BE DONE TO THE SATISFACTION OF APPIE INC.,CANTqCT:PAUI CEBROWSKI,06M UNDSCAPING LANOSCAPING AND IRPoGAT1pJ SVSTEMS HAVE BEEN INSTALLED.THE FlNDINGS OF TiE ASSESSMENTSHALL BE - SUPERVISOR,�06i71�6E9. CONSOLIDATED INTO A LANDSCAPE MLSTALLATION REPORT PROVI�D TO THE PLANNING qVIS10N. 1. CONTRACTOR IS RESPONSIBIE FOR WSTCIXJTROL AN�ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONdT10N. 1.1. THE PROPERN fAMJER SHAIL SIGN A LANDSCAPE MAMITENANCE AGREEMENT,PREPARED BV THE CITY,AND RECORO IT NATH 7HE SANTA CURA CO.RECORDER'S OFFlCE.THE PROPERTV OWNER SHALL CONTACT THE PUNNING DMSION 5. CONTRACTOR SFYLLL REVIEW dTV DETAIL 6-1 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANV WORK OR REMOVING IN ADVANCE OF THE FlNAL TO PREPARE THE AGREEMENT. ANV TREES. 15. A PLANNNG DMSbN INSPECTON IS REWIRED TO VERIFV EXTERIOR AMTERIALS/FlNISHES,TREES,LANDSCAPING.AND 6. UT1L¢E BEST MAWIGEMENT PRACTICES(BMP'S),AS RE�UIRED BV 71iE STATE YVATER RESOURCES CONTROL BOARD,FOR ANV ACTMTV,NkICH DISNR&S THE SqL. SITE YWRK. 7. A WORK SCHEDULE OF GRAdNG AND ERQSIqJ 6 SEOIMEM CONTROL PLAN SMALL BE PROVIDED TO TFIE CITV ENGINEER BV AUGUST 15.NO FYLLSIDE GRAqNG SWLLL BE PERFORMED BETWEEN OCTOBER 1 AND APPoL 15. 8. ALLNEWELECTRIG1l5ERVICE(POWER,PHONE,ANDlORCABL�SHALLBEUNDERGROUNDED. CONSTRUCTION NOTES PROJECT SHEET INDEX 9. TO INITIATE RELEASE OF BON0.S,CONTACT TNE PUBLIC WORKS INSPECTOR FOR FlWLL INSPECTON. 10.ALL DONM SPOUTS TO BE RELEASED TO THE GROUND SURFACE,dRECTED AWI4V FROM BUILDING FOUNDA710N9 AND �� dRECTEO TO UN0.SCAPED AREAS. 11. . � �.��'�,�� NO DESCRIPTION DPTE 72.PRIBR iF1EPklBLIEitICH76F WA�. ?llltNiG-AH � / o QµpFESSIONq� K.e..�r.r.bdow. � �el�beiae�a�h. �° �p'��°5 �ry`"c, � ' �,� �^ - - o'� -,�„ o z z - - �, �� `r �`n - *��r CIVI� �?* C-0Ot GENEMLNOTE58ABBRE1MT10N5 • F OF��p��F� C-002 CONSTRUCTION BEST I.NNAGEMEM PMCTICES • C-003 CONSTRUCTIONDEfALS • G�00 TOPOGIUPHIC SURVEV � PROJECT NUMBER A72000-04874 c�o� oEn�amoN PuN � DESIGPED N1A DRAWN Mil � �� ' /� GYJO SfTE 6 HORIZDNTAL CONTROL RAN • DATE MARCH 2O14 SCALE AS SHOWN i '� caoo ADAIMPHWEMENTPi.AN • SHEETNAME r. � y��..`'�"' •' L-0Ot NOTES 6 Al4TERNLS • ,�� . ..�.��.er�:.`,+';". :g 1 .,�.. .�'' �:U a. �,, � ��•�y '1:�r• .%'�S:� �1,v i i 5 . . .. . .:.• L-100 OVERALL PLANTING SITE • ��.i.�'r: I`/_�b_�z� . �,� �.,a, UYDUT6GRADINGPUN • GENERAL NOTES& . . �,} . . ,,._ (.l! .z � L-102 UYOUT 6 GRADMlG PLAN • � . �r• , ` a�✓-� � L-200 PUNTINGPUN . ABBREVIATIONS `,�i�a.. �,�I .� ,.<., •'►..�. � y ,• •-- .. . . .._ • �.�•. * �. f L-Mt PLANTINGRAN • � r'� � j ��!� . � r. .. �"�. �� , .• L-202 PUNTINGPUN • �``�� f �-soo Uf�SGPEDE7A�5 • SHEET NUMBER L-501 UNDSGPE DEfAllS • L-502 PUNTING DETAILS • � O O� In the SaMta Clar�Va!ley,storm drains flow direclly 10 our local creeks.a�d on to Sa� Francisco Bay,with no treatment. Storm wa}o�pollution is a sorinus problem for wildlife depentlent on our waterways and lor the people who live near polluted streama or baylanAS, Proper management ot conshuction sites reduces pollu[ion signiticantly. Thia sheet summaritee Me"Best Managament Practices"(BMPs)for storm water pallution prevenUOn. QRDINANCE OF THE C(TY OF CUPERTINO FOR STORM WA7ER POLLUTION PREVENTION 8 WATERCOURSE PROTE TI N: C O Chapter 9.18 9.18.040 Discharge irRo the storm drain prahbibed tt shall be untawfJ b discharge.a cause,albw,or pemit to be discharged into any storm dran or na[ural o�tlet or diann�l all waste,iriclutling but not restricted to,sewage, indusVial mrastes,petrdeum produds.coal tar or any reFise substance arising from the manufadure of gas from mal a petroleum.chemicals,detergerts.sdvents paints. con?aminated or chlorinaled swimming pod Hrater,pestiddes herb�cldes ard fertiVzers. 9.16070 Accidental Discharge All persons sFall ndity the Directar of Public Works b� telephane immediately upon accidentally d�chargng wastesto enable cointem�easures to be taken by the City to minimze damage to stortn�ains and the recsving waters This notificatim shall 6e fouaaed within ten(10)days of the date of ocwrcence,by a detailed wrdten statement descnbing the causes of the accidentel discharge and the measures beirg taken to preveit fuRher occurerroes Such notfications will not relieve persons of liability for violations of his chapter a for any fines ir�posed o�the dty on acxount thereof under Sectan 133b0 of the Califorria Water Code,or for v�ola6ons ot Sectron 5650 of Califomia F�sh andwildlife Code,or any dher appicable provisrons of State or Federal laws. 9.18.220 Yolatio�" My person v`fio violates any provision d this Chapte shall be gui�ty of a misdemeana and upon coruidion thereof shall be punished as provided in Chaper 1 12 of the City oI C�ertino Munic�pal Code. CFgpter 1 12:General Penaity.Section 1 12 010,paragraph D. states` Unless otherwise speaf�ed by th�s code,an infradion�s purishable by 1 AfinenottcexceedS100forafirstv�dat+on 2 A fi ne not to exceed$200 for a secrnd viol ati on 3 A frne not to exceEd 5500 for a ihird vblation of Ihe same chapterwithm me year. 9.18.24U Civil peretly for iNidt cischarges' Pny person who dsd�att�es pollutants.in violation of this Chapter,by the use af il6cd oonnections shall be av�lly liable to the City in a sum rot to exoeed iwerRydive thousand dollars per day per violadon for each day in which such v�olation occurs. 'Excapts-For complete CODE langu�e refer to the City of C�ertino Munidpal Code i Cupertino 8uilding Dept: �oe-�7r-�tie , PuOlit Worka Dept� !QE-777-335� I San(a Clara County Recyclinp Hotline: E00•573-841� � „t��w.n,��,j �W W W jeCVtle9t f�om Sm IBus�ne�s rOOUs a� Haza Waste: 408-299-7300 �''Cu er ino Sanitar w r iatr t SB e D P Y 408-25�-70?7 �I Santa Clara Valley Urban Runoff Pollutio�Pravontion Prgm 800-196•3<82 �..State Otfice of Emergency �� Servicea t�lp0•852�7550�i�hrs� Report spllls to 911 APPROVED�'f� l � �`��- TIMM BORDEN.RCE 45512 12137�t2 qRECTOR OF PUBLIC WORKS Generai Construction and Site Supervision 9torm Orai n Pd Wtion han Corutrwt�onACtiNies C',ansm,Q:uri stes ae unma�saras d sL>m �rP��lcn MaOaeb anOras�yi;n dau a wesn nto a stcmt trai guta,a 9n.e1 tc�+e; aiect n-[n:t un��orr ceaks a�One FLry ! beconYa�br.o�silseupwkor.ownaor �. aper�br of e eYS Ya rtey ba�espo�ltl e f�r xry aweonnc ita�dmnpe ca�eaa by yov su6cmtractxs aemPbye�. C+Y�19'dP/Y�C(1!S U K2eG ai oPdaA�/a1B ero zrmuc�yod h aicHcmpig pra:t�r:es ae:� J Mv�r�aa�ipnem amer+r ❑��,.��,,,,�,,,��,,,�P / '..I Keep.�gawlcairayMomstreels Nun� d.a�v'a�[lnareyecfaira's V fra�•etluslantrNwaed.�esttlamcitr o�sc!�ergetcrs�r.drans. Adwncv PYnriiy To Prawn PWution i,SvwO�Mmcwratfonab9�61gecfvilb5 ta Ory wemher pwiotls To ied�cF:s�l om6in.F��P�6Y're4el�on orPtre otherHCSOn srrtrtls�0orera�Geryxc ils� f Ite C?1Gp:y1;t 55dnnx G.^r��,;qy a�a;adr'�um tneReqv��I Wa.c+-Qe��ry ��rr:��e��a U Contrd Iha ariwin A nnM;,r��ing y.:�r 911P?Ry�QOy1j dt/T6 e.C21�81:cn':;[r��IDryJ 6amxnr te�m:x.ryca�.aruren!AarFg' C Mhes h;hvM w�r 9ox.r.a:nc the c:•r, RrriCe sta�narr nnoP vtloe9es trr cc�nL�Uy-peray cletk��p�bemc wnne�'cp:ae. J IrrnYwisnv�acantlwbomtadus R:cly cs pw:ie lxaMsEe:f•out Cese 65�ESMx��iS�rbl.2eL wOh95:iYtu �i.�nsin�.o se�rr:m�,o.,,:e�arenao, a�i!he sts�rnae�recw..v�errs a�c 9+* aw��rosoonsidl�tm U�Gl�cy;nrv ksa G�u�� r3.iv.a rarvtn,cCOn ba:t r*rti.�B3gn9n!mcOms ]✓�'ev&ISp9avkluMry!�p(m�'rq Gaoo htua�leePiB Axx�es J oasqr�leane.rmoren.s�Lx�a�iu�gi,irr7 �eKIF mfudig.ehi.W re zya;tte�n rter�lmanE*ne ae-yi,e�aca�,a s�a�a tk.vii JA4/!�QT3.23REq�61(M!ntYdY1.!!95 bYnN'f rer.msay Makem�rep:�sc vte :.�7oprevr�tollsNetacloipofdi�.�xv+tle Pie arces Wh 4aDVise;gyryae su'a�ti C? pn-I(k�H eR v104!1.TFr. J Kepnoeriisoutdtliertin-c'��.tr�:p canamnationa:nes.wmc.Cac a{.salpbe ,7 spi a:�nstnn;.:ng,�xe k wth p�ak de�,rq or�mvTay mds 9erae t rarx swees% m �ftS�PE T�B�NF 4�T1 SUf�i:�i I�3 ffdf ri� 4um tlfa�n.cretics o�.cluine6 ❑Keep polqiwrt oR�osed wrlxes f'cxs Uashr e:3a'eCy�l,rqrzY'tTJt`i[i._raoW7tire sa.1 c mn mse iher, U c�w�,bips e�a mhu sdl�s i'+�'eMa1Ny si�kn•Co'tOl Gmtwnrae so!u y�i;'+di.e'era b.�,e�!Qxcrrpnvn sir�ee� UseWYCk�eruo mEthd.i wherev�pnsedP 11 pu r!ual��se rste�uw��ist mag h:o+cce�iv dd aUN J coe..d n�rrtain m�rpsteis� 9en ude�'ooh�Y co.�v w�laCS� °rtP .shedi ser mun the ras� pa� �9 u�ea a �f ine 1 Tf9srr!�l�w t4�r pJ 2 y..06't n.�105��y�t m.n m G�e cunstruqb�sim :.I Racepa�bletak9a++�'� ..sa�n"kAn� Neke6lre{xrtao6Wid aml gc'mew4.�p atler.Cneck frt<n+En11,�b keKS. Ab..,rsab�e rb�wg ❑P�ac�orsouce I�n�rtia,-mnn. wac!e w�e,Sou:r�ier rceWnals r3tirde cndmy !J Recy�de e�mseri�s wrme.�.pmvae nuch as c��dr,as�tuil xcrap mefa'.xr'vais .Y1gBRSfYS CI9"!EU�Yf9CVlUf�.{Rf.`l'f.Fi6l:il(� v�iude mxrtenarra rra�c��s�m as uaea a ard!re�a.hanenes.a'�^ies .n.RUatE rzn Ib�o "�,J DispueotaYwa�praparly M�ena�s+!�a; camot Oe rtcycletl niu9 De lakm ro a qyrCOn�e Irr�11 y JigiaLtl�l db��az�IX;,6 nesi�.No✓�r nirv v,m�eme�engsor kR+r t!em n ne s�«�e ra aeek or snea?:nm Plsrnih ❑Ir:dilm to b�l graMw aci d.N➢fg p�ntx yO'MI RCti(U[da11'.LfT��'�9 t tJ1Cl1 i1P$�Y2'£ C,elEIY'�.:.:JfislruG��. r1a:�IMyS!a'�MBa?Pr*1!t pucmctn:d slb'sdiswreeAar�taals5 ea�or rture��rton.e'im m m:c�era�r�r,-nt ca�+ha rixan�M1am lhe Ne v a7 W anO�a�!y isx[idfi�eN 71`ec�erawf�'eoo�q^�caie ��x��c�. Landscaping, Gardening, and Poo1 Maintenance Laidscaping/Garden Naintenance ]Prp�ec��to[k011 !dv)sLa:^!3nia�cr.,�M t.om ane v�:�v �� n�, wind qnr v lar�s o�se��re tl�� tiny J Scneaulc;^�t a...��.v r.n c�orocl. eunng tl.y wamcr.. ��ek�pc.�n<hacAOamsCrditchGS+�� 0 K h�u.i ofl ar;n y��s'c��n J�z�.�E J Prola{elortr�Na��s MM ya�dbage.g�ave4 R11ed bags,straw waMM.n�.otn��r y�fimer; Lontrqle ..l Raveqeta�an�sa��c.ceiien�brmoieromoi� ^Mt � y R _l St m- �� ertli�.s nnu.r�e, �+a �>�nao =.nc�c-cu•y eane� a J us pesrcaes na-yy scro�r�ng1. i � .m iri��..s. rr � �d ater .u�ew�� n. . ¢d .I:ryr.-�nW�� in�he ��a.i�n.4o,d5o.,�:�.,da-�s�..�d.c..s nnearoo� w .c J I� i�Ertnore6ilentswln.�.�CS�O.re�:Y��J �a.-;'rL�o lawn.y:irAen a�,qr�Ira��nps i. yarowasM to�eis` w�sste w!11 M Cnl:e<:tN ax,��nocterny .c,�y�s,.,�ranmra Res.,�ents 9re e�wa��rvg�.;anocN vu�r.wa.r.ai-si+r�ne-:ar�rces�!:-ra.e vabv.�sleci�a: n4��a.t �..xJlh.� �.nn:W s'Ina J i. a apecorrnc�on�anun� Lkt c�epp'ngsantl pr�nn�7 wHVr ta a Ytqfill thet o��s rara 1e�BF15tlNe f�5� C n� -.^.kerf;[. ��'�tt' fE5'� J oo nc�onw o.rarc k,ree�mo Ne Ftraet Storm Drain PolWtion 6om Landscap�ng and Swimming Poo1lMa�ntenance ManYianESCap�ng�cf.i�we�V . k.u�d rn�.r.�i;boantrrnva•.q a:� ch�viiic.i�,.:Il..:ror.^•��N:citcr�i;nix:li7nq c,�,nen�m wi-..rr n wn,. Swn�min9POOiwa�er�i,nlenhyfit��i �c -:tn.,:,r wsee oiqa< c.y�uk�.��°�.�,.., �.�cnirg�n�es�on,na�rs 7.,ese<r�r�c:n::�i.�. �nu::o aauaa�.IAe PooA�FOUn(ain/Spa MMnlenance Dranrng pa��/s w sF.vs W� �I'i c�b Ma�n a Vco soa .i.�...nm. pp.x br su�a•n caf ne C D�"''�»^Aa-y C-sII1a bc'tra��i sln�i to�lvf�e'9uitlam:z w� mw ro+e rcsrt„e;�s.n�o,frav v�"nnun.o�a �iandYr'�A%`��.nl;;Ipann�W1tK Isucl�e>MC -wd nl J.14i.q f' nN:mAtlCCA p.:iCeW.v k+ ".yp'caYy� �iGu(Mii�g�2SarJe 114ee riratbr sow�,a.�s,��y w:o.wumec n..x,i J Nevera�ecnargepodasv+�+eur�oe s�me�o�.ewe a�.s�aiun„y.w. sanihry �deanou� �':.J II(�sGM wh+n em4NY�tl9 9 Da.i,ur sJn w :n or,��F a ss�u�m ro�e�e..e.ys a�a m�-: recytkiic-�5e+�M;CY dtiilYnB��9�d+��Y O�tO]I��dKBDb i�Bi :J Oo not uae copPrrvGaNCalg�ecitlei ac��ro�a�a�wnh chlor ne w olnP� �!rr.atHes ni.r�ex wtiwm M>n��ct Ffter deaning ,�NB�ercburafl4rintMftlMOrnea�a stonn dra n kms�cart:qpe enn ji�ilOmi�c�OJ1 elll�l f1IXLr5 OMU d dt'1 Jrea antl.;^.a�I�ta��essJUemtostr p�ypnse�l -o.11:>rmrcr.o�.,seiM;nt'�eparcag� :J I(�nere a nos�InMC dRl+ �� (,upencr,C¢ncary 1ni neWd� ��.P.iym�:qlErta�hwe5h��._er�n�b .hn<a�:•eiy scHer Earth-Moving Dewatering Activities Operations SWrtn Drain PoMution from Earth-Moving Activities Snil e�¢avanon anA p,anii�y upe�3ew:k»n Fa�9e amwnls of Soi1 ll a!car MOw�r Ub te sbrm dr.�i��wfirn lianrlecf n�propc,+ly.Sn6 emc�n rwroi� �ai�dnC skxn „n ns smoTer;xy atx hfe.an7 destruy habRats�n!reeAS arvl thE(iay E`fs;tk^ elvxqn control p:acxrces�edutr tne amrn;nt c'r�no`f aoss�ng a cit tn.^slav?he Nnw..+�h check ctams�+ rough.�n W g r;wnd ai rfaces Prac6ces During Construction .CI3Y0 whEn J R�move exisiin n oN� 9 ��'g } aDSOl�bly nr.cessary PIaM tertporary vegctaeon br e'os�o�corlrol cn sicFr.c o! where wng�!iiqion A not im�necliaMly p'anned �.1 Pfotecl tlawna�ope dranage coune�, atreams,and etorm Mains wih watEes.o� lempo�ary d!ainagc swales Use cMxk dxns ur tlkches tn pivM runoff eround ezcavatlone Retar b the Kegimnl V��atc�()ualilv Convol Roa�tls Em�ron and$ed;'r»em Carf�nl!-refo' .11ar.u.N br proper e�os�on a^tl�ed!rneM mrbol meas�ires U CaVet stockpiles an�excewilrC s�A wr.h SCCU'c't1)�IDS U!PI85bC SJiBE+'��8. %,�%�!�' i � �'�� ., ��j��'s�:=.,� ia� .��ri= ��'�. .J;. The property owner and the contractor share ultimate responsibilifiy for #he activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or emptoyees. Pai riti ng and Application of Solve�ts and Adhesives Stam Drain Pdlutionf►an Pairds, .SO�VBft$.2fld A�ICSIYES AI�pan!s sulven6 a�ti atlA!swes W�i'e,n chem:CS:e 17a:a'E hamt r Y:vn.W:i�e�l qca � � ,rM.ssar��c��F�y:rncher�xnacor.,:�� G��..:11Bf111:3k I1GS}'C6i�6!�Un Fa1Q(Y SWN prwu�cnc�mr.k:anrg�esracsnrags P.�irA � I "+aleiialan.:waal�.2tif12s��vES:Ya�7¢e'm Iluxh� A sno Wl ue reryclea wfnn Oosstlr,u Osposa0 W a�s+��y co pewM IKCe rtdu�ais trom�Iwnrg mc xiorm la�re ane wnrs�covrs Harxiling paint Aoa4it.Ys ]Keepal iqutl palnt pp�ucb aM washs ayey Irom fhc gutler,sp�(,anA s[am ary�u. Pain6rg qeanup J wnhnmhne r NevncM o rinmpMrt orlalners'��toastieet,guttn,stormdra�, Rancn ann,«crxw. J Forwater�6asdpan��amta.�d��xab ux e,nen ssm�e a,a n �rto .insae Po rst �r s�nR dae 7ref flJB6 k�'/.��san:aY snver. ❑Fa d40ased p�ti.pe�m ou,anat+es n t�e axent yu�iCl�alat Gran wt I�wroir a SCilHt11 f�rlY dftl R:tiSP,a+It�IgB S'I(7 501.'EYAS wfiae pon�Gk Drspue:c�eMCa:sp��.iWs ad �esida as laa�cbi.s weste J Whn:harcu3�vY AY,enqY FarR:ans.ierl ovsl�es.ra�aro drop dot s r.iay ce OIBpOBBA Oid6 JYbAg! .-�. � t �airK Rbnova� ,RifM ChqS dfW dlitfrsMl non�h823MCY5 d7 4rlppe�g anN saN blmf+ng^iay tr e�ep.,nc�mueae.:��o.as�c.��r<wx�.a,c. :DSUtseU�I ip.t ns.. J Chemcal peFt airippng�.s:fue,a�tl chnc a�c cuci kort;r.rrirwpanb,a pairls mMeining taq�icvy or tnh�[yl tin ri.cr UeOSpr,�odas�amrdeww,zctes Leatl A sec D'drr,remwal mµces a s�aC+:zmtien ,:;x�tracta 'J�M�a r�,irrC'�'��huYdiepexlMaa w�C h Jfp��.ess:re walv blJCk so'r:cYa� DieJ waebwaMr wfo a art ree nnC S+atle �rnc sal Oi cM 4 xM Cu;r,�rt:rc Sartr,ry Dismn to fiM wi rl y x:can mop or�ealun er wa'�aer a�tldiepwY of Y in a santary ..wrw aroin sern W,n tlx wasrr«ae��ney be rcqu!ea _I Wa�reeleYhanPanRAW�iAnps w�ntr�qstl Ge(ore 1978 an.m�tam hqr B1fUJ'rts af LPatl.evN 11�nI Gh M aR n�t PR'sen.Pt{�xe�LU Gnqir strCairr„VB•rt oi Hnxngat 1S8U/tl.rnesle�orswYhwa:n .meC.ti�pie55ire.E¢painl far tean by ClFily p��5��ng5 to J Ip;al 1a00laOrv �Sne\'Ciow?ages br astaacerNied Ia�or,it'Yy) U CTC+eKloosepaiMOnI�eGWtlng orilttc pa�A tem poatMe for leeu.C ark�orm da�ns G�k wF CW�m".ai tu��.,wrtt U OSxPrtYfl!�P Wtt?G�P YV`.i Ir1.T/t7i5d1�ifQ?WdRf lo Ih Saf�.�4ry'sC+�+E.M a i1 xw nub!Smci,l ;aSne'^ �d as Iwa� .f d�.sws tlous v.�e Pahrt ORsposal,ReLm orponafion :.l D160oeeo(W�wnnleclqilqWri P�me�ti SdV9A£.j�UdS 8�'(1(1Cd'MfY�11�Jid5 bS 8' hazabub HaYB Ical Ihe Small Busne56 Nara.ao;s Wate P,.yn�295''�tA?. ❑6Rotumlosiw+u.(Unorcneoc�sdpan! �++avi c e aob to:.-evnai"r:eck wtn�re K hb.�gprtlng 1-t'Yba:k"W cY-i J omau«¢+ss�rt:-e�i�%;3Unioaonate.� �, Roadwork and Pav�ng Generat Buslness PracCces iJ Cevei:pa•:�,n��pieme�teroewnlaetliment eontrolplana'or��ed'wa�emCan�.me��1� 'J Sr.nEJ�lec��y�atNn a,+C y'T.^.InG w0'k d.al�nC tlry weatlie�. J Che;,k tor an�repa+rleaking equqment U Per�orm m��orequ�pment repa�rs at JCS�.:)f`�slPr Tf2e�In yCUf 111d niP:'�,d'1Ci�r�� NhElf deznup�,s easer A�oip aer�crm:.n,� eq urpne�it repar�s a1 c.�nsar ucton c��es ❑ Wnen retueling or w�en ve�iclprzqu��pmen• maintenence must�e c1o��c�on s�tr.desiqnatc a �,or:,�cn awar from slurm drain�an;t c�c�Rs :J Donotu5edkseloittolubricatevcu�.pnen; ca!LS.�c�es.��eq��pTem J Rocycle�sed o i,cc��.crete.bri��r,r asona�u el�x�¢neve�Pi�,ih'�,e o�Spe�c of p'�.��per�y �www re<yCipS(utt.co'r fr'list ol rpcycl'�.n j ��08��C5'; /C Removal As haft on te p cre � AVO d.�P It:�F<CfS�tlliit�t"e'�l:�PdA�ll(J tSGh:�I' c onc�!e Aft� ki �'�d nvP Cn.p� UrC��: .� '2 2 rl J�V P > 47 F ramo e�p��unke a�d D�ecas Makz su�c b'okenoavEn .ItlezsnclG�me:nCOnLGt wtf��n�31pr�r.o1` .] Wne ak�nysawcuts��seasltftewalnrea pe s D� Shc-e er vacu.m sa .��sl�r y and rr.r�e:pr�t.r s��.c Cu�.e ��r prolec�zNrrt'�. drain inlrts 7��.�e saw-cut*ny.Sv:eep�p.ar,� erope�ly cispose c�all•aawues J Sweep never hose duwn str eu to I. �u� t:ackeda�.rtUseas�rn�t �aece�c-�ac��ir :ruch Uc no�,J�riG va�� .tl�au:��Ror�i dr ar�s � Storm Drain Pollutipn From Dewatering Activities Be au�e fo caR your city's storm water mspector at 608-�72-9907 before d'rscharging water to a Slrep�.9ulter.or sto�m drain F�,.tre!�on or dae�5ion Urouyh a Uasin <.ank.antl sedmenl trap may be reGUired Reuse wate�for dust c.enhol,iiiiyat�on or another on-site pu:pose tc the greatest exlenl. possible Check for Sediment or Toxic Pollutants ❑ C,her,k tci odo�s.tl�is:,o!oia�icn or ar ciW sheen on gro�ndwatei. l.7 Ask you• city mspeot�; wnether me groundwate- must be testea by a certR��ed labo�e!nry U Depend�ng on the tes: �esu:ts you may be adoweC to C��.scharge punipetl,yroundwater�c V:e storm dram OR you may be 2quved to U!SC�!dICJ�tC!11C sanrta�y sewer Ol GD��2�':a�td haul '.he water ot+-s��e fer hpatment ar.c Cispesalatan appropriate t�eatment�acilrty J tNhen discnar�;ng ro a storm drai��,pmtect t�z �nlet usinq a harrier of bwiap bags fiiled wilh� crain rock. or ;;ever inlet with fllfer `abrx anctarad under t7e grate '� Cont3Ct Cupe�t�n0 Senitary DiSh�C'a�253-7��1 p��crto d+scharg�ng to(he sanrtary sewer. Storm Drain Poltution Fresh Concrete ( from Roadwork and Mortar � ,in o a�v.�rb�ny an pa er:•i � ,va: �(�1�I'V��'O� � Inaooer igl;�r-.tnz strce�v. e�_re a..n:;�erc_< � ^.FFC �ntrc!i a.ph�;.sz t.-�..v�� ez ava;e�matpr:��I1e0��Ye le s.�.�tl�,ins Storm Drain Pollution from � ��rt a Dfarl.no s rj ;.tl 1 5 c�2 a�"11 co_P ct � macnaleyope d�aq�:,.,aya•�s��.,a„��,o�� FreshConcreteandMortar �.rt.tlra,s�aeeks.1�-tl(nfF?.lY Applications Fresh concrefr,e�d Gemenl-reiateo morta�-s D1!lIRO C0I1511UCf10f1 that wash inio ake5 slream5.Or Pstua�ies are tcxic to fisY a^e Me aquauc J Avoitl Var�ng and seal coating�n wel enwronmer!Disnosmg o't'�ese materiafs weather,er 1+.e.�ra��.s f�eas'to prcve�+ te the StO�m Arair.SOrLreehS can.p!oCk ��SF T3h'�dl�`f��r. 12��.�t�om•wate� stcrm tlre�ns CeU5E5 SERCI�S p�ON1eR15,d�(1 r��of! �s p roh�biteC�y la w. J Cover and ceal catch basina antl manholce wnar.aDP'�Y'^9 yeai coat s�:�rry seal.fe�seai o:sii*ilar matena��.s !� Protec!dninage ways by._�+ng ea:tn�;ireti sana Dags c�other�ontro's tc drver�nr tra•, a�d!rter!unon .7 NEVe wahh exC¢55'r�ate.�Jl'rc1 exposed- aggr�gate cOncrele or s�m,lar I�eatmerL��to a street o!sfom�Jra�n Coik et and�ecycle.or d�sUose tc]��.rtarea. :� Covx sfuckpHes(a�nai;sanA e�:�anr, o M er a�nstr uc:b��m ater.al s w ith p!ast��c tarp s P'oter':.0�ra'rta�:a�C p�even•runo!f.�'t^. temp0i2/j.00:��.�'ia5��hP2:5 d�C�..er��> �.� P,�rk paviny mach�neso"e�c��p;, �s ar acs�roent��r.�-a.,rlotr�ags e�c�tc_atc^ tlnps v.�ne�nc.��.se �CleanupaR8p�11aarWleakaus��ig'�ry TMh��s:witn abscrbe�ma.erlals and�er '�6Q5),CIOIa Uf.�N��VE.e G ptn�P.�ly C�SFJSE of-,C-�t[lminatet)soil J Co;lecland rec:yde or appropr�ute��j tl:spose nf BN�P.S�2G'�GivP.�`�vPl C�!52^J��! U Avo;C c.ar-aF4��non uv watertrucka lui Cust Confiol -�h�1 A��- ' CQNSTRUCTION BEST MANAGEMENT PRACTICES Gene�af Business Practices :J '.1�:ishc�;r;;ncet�:rn��e�sur�!y��:Sea�ynate,l aa ho u i are9e'�n.y r.�u i Y�r tl r wa y 1�om s W rm :f�a�sanawam�weys wn �u� �.�,wei�kw ��ma•ea� aa�np,maa��ea.ea�r.� wal¢�aa't'ol T 1.:p�y��.f.o'I an��i�,POse�I -etlleG�� tau5qarbaue. Wlieneve'passbM ely.9e Wesnou:bv Du��'+g Cnc�inb�itento'rpuRn :J Was�outchud9onbdma�rasv�a'ticnor now t:��'rec¢o�aranis '.] Alws�catoreDahdrye�tlwetTale-� nae�cov -w�i tai a. ..o.. V te r J ywayf st �tl d ' K/w v >�_e��tl r aie ��t.o� :i� � :J Socureoag ot ant R �..ev cuer H�w'etuk v OU'l lGOw,1�� w v I�a� .a g�,�Pr+s!am a.a r: ain.an. na-uno!i i.J �onotusetlleae��aleanVDrrcantr.n �p�irela b�m.5;ols.nr 1rdYCrS During Constructlon J oo��:m��,�v mo�e i•es�y c::��•?ie o�cemr�� ma�}c„��n os��a nvo na��urr�oa ��t V E P t {{ f0 talDto� �.E Y G �'� th. J�:�.r .� f a� -: o .�w . fr p.�w hlnea t dn �s.'.' ,,�=��rwa,�,,,,�< <P�,sv�„ J P•ore�f appu�n�c.. +*sr .tn ann �on�.e.om�atirs�d�e.��, i..��nime �a.n all�x.�c� 'J�"aash��:w��eaposed aygrrga�econcrtte nniy wne'��11i��,�.�ttiwaler Cui�:/�Ilnw ont a ... ,. z;n•.a�n n�m.,nc�n�ea sura�P nnr� .h t �cuun�p�tla�^tl,F st�nl cW�P�Y I1; . � tn��n: ��aratr�'.� da . .k e.:1'.E 1 �.��.. p� 'Uetrt.B. Mo4e , rfac.,.,ol,n.��Yq�nh...r eC:.ni�r2m.n 'J''NhPn�mTkin��D Vduamt�nt Dn c�:�r tc P��K ��a au u�a pw�es a�,a a.aoa.oe o.00�rir Recyc�e�n�!�e�.h�n.s af o�oke��<on^✓ete.See -- --_ro�.��c u,ecy��e�s ':.) Novarpu�Y'��o1-ma•v�na'Ci�F�sfolsmaY aT �.t.o�e.-e-o;��.re1e groul.anc �,...a-cnan J N. ��^osr�iwsana�n^� t. snret s6��a�:��.i orar�nVto�'rnes.;rs(reame T a�'"`�,-}��,''�. "Y�iy- y'��i, K. ..��`� i� , ��((tr J �� .�` H eavy Equipm ent Operation S t o r m w a te r P o I I u t io n lrom Heavy Equipmenton Construction Sites r�onriy . c o c��.,i� ,. . �.�i . �in...;i��d�oryi°a- .,s�-,�i�:��i�r,_ n^ 6�� I'. �t 'IIYrI•:n . . pl�.. JI k.['� r,. �e i� . ., .. ,�t.r �..�i� �[er.•i F �.� ...�. Fa...�R��.. .i�r !t S.tt�a. ...s�4=i..« S��e Plrnnln9 an0 Creventive Vehrt!• Me�n�an�nce 7 Uesiqn � a �P c ... �,...� .�r .«. .... J �r . .�•r ] « -e c� . J .n�..o�i�n... a, .. ,. � , s�+irci�.��N �..1 11��n�P�t�I��mmee�ate�y J M��e�n e Jo+n � u:a >. e . r ,�.. . >�_��o.�� .] 0 7 UL o � , J �p n n � •. Do il.� .� .�J•"•- �<.,. ,�� .;o.,,,�.��.� �. J !I�r .yil�: aipn�f�can.•. e�n� iry.�x} °�, o.,��,,. � :, A. Srrral�o{J.7ir�c�ss Hazardous Waste Disposal Prgm yO�I,A��M �� ll��l�.G..wI��I�MOiN�J W��S �I I�LP'�111�7�� are eligible to use this program. Ca��408�299-7300 for a quote. FR'`' � C�� [1?t Of C pC TI�O �J i i� %//jj� ��:lar��Ik� 1'vb.ao R�r�w�0 Y..Ilu�i.:n Prc�.��i:i�n Yrngc�m �:PI7�I l-ll i�Nl'.aR1'?UI 1 C�� F'� �J,�'��R'�'��'�� tiCIF;FT� J � ..� J J_,� � �� ! , . D�P�RTMEN"T{)F PUI3LIC WORKS f�I�P-��--j� �.,.,.,-�.r• -:, .,.,..�...,,s ,. - f !�F"�e?' a,.� tS P.•_!'�h`.�.y:,,♦t�-K� .� '.§��:��•pL.`f�S-. .��:�� f�.<-�7 �:- .___. ..�-��!��. � _ `.'f .��. .�'.I •�}.tr.. .�'%� � _. �.._. -.�� .J��4�r.�i�'aF:�: �' LJ a.:.,`*`. ��!�"�. ,�-� a� � , '�� Apple Bubb 14 Sitework 10420 BUBB ROAD k� KIER&WRIGHT CIV�L ENGINEERS 8 SURVEVORS,INC. 335C S:O 80 i.EVAR.AJ.'�GNG<:. SAti?AC:ARA A:.!�'ORN'A9505< �qpP i�r 6665 'COB 1�i 56d+. 1 REVISIONS AND ISSUES ISSUE FOR PERMfT DESCRIPTION � QpOf f.55/pNq �O Q��S ! � �.p 4 l5�c y W O Z * * �� IV1� � 'tF�F CAl�F�2 IESIGNED NIA ORAWN M�I IATE AAARCH 2O14 SCALE AS SFIOWN iHEET NAME CONSTRUCTION BEST MANAGEMENT PRACTICES iHEET NUMBER � 00� 1 T MIN. PARKING FOR Z ELECTRIC VEHICLE ��STANQ4RD CHARGING STALL SIGNAGE TEXT CHARGING ONIY m THIS SPACE DESIGNED FOR � ACCESSIBLE CHARGING ��STALLSIGNAGETEXT DISABLED ACCESS (SEE NOTES BELOVI� USE LAST 1. SIGNS TO CONFORM TO CURRENTSTAIE ANDLOCAL REGULATONS. ]. SIGN BACKGROUI�D�.GREEN, RETROREFLECTNE SHEEl1NG SIGN LEGEND�VNiITE, RETRO-REFLECTNESHEETING. ELECTRIC VEHICLE SIGNS N.T.S. ELECTRIC VEHICLE PARKING ��O„_� 12'TVP.ONBOTHSIDES �� - o CHR�SN V12 JUNCTION BOX W/ GALVM112EDSOLIDSTEELLJD PLAN VIEW INCOMING RNNWATER LEADER PoPE(6'MAX� �PARKING SIGN,SEE LEF7 FACE OF CURB SEE SITE PLAN SOIID GREEN BAGKING 1'W1DE 1MNTE Z VNTHN ENTIRE STALL STALL LINE a � 2'VNDE VN-MTE PAINT,12'HIGH '� LETTERS MIN.VNTH THE WOR0.5 N 'EV GWIRGING STATIOM,SEE SITE PLAN FOR LOCATIONS. EV CHARGING STATION ELECTRIC VEHICLE STALL DETAIL m SIDEWALK(VNDTH VARIES) CURB GUTfER� �q� I I 4'k4"i/0 WIRE MESH OR REBAR MAT J I OUTGOING 3's 9'RECTANGUUR m C.I.P.DRAIN(SEE NOTES BELOV✓) 3-t2�1.5'O.C. 6'MIN.COVER W/REINFORCED CONCRETE CAP, 4•TyP y---y =-Typ� �2•MIN. MA%.COVER DEPENDS ON TOTAL S/W dSTANCE I I - - -- L_L_LJ 1 1_L_!_J_1_L_LJ m� � IL6• ,j/ �I.�a• . 4'MIN.THICKNE55 PCC SIDEWALK OUTGOING 3"Y 9"RECTANGUUR CURB OR CURB 8 . CJ.P.(SEE NOTES BELOW7 GUTTER PER PLAN " T}MCKEN SIDEWALK EDGE ON BOTH B"0 OPENING z 36'DEEP GRADED SI�ES TO THE NA�TH OF 1MRE MESH ROCK DRVNELL(SEE NOTES BELOVI� t � SECTION A-WITH TYPICAL JUNCTION BOX 4'x4"�10 VMRE MESH �12'.TVP.� �1',TVP. ORREBARMAT TOP OF CURB L_LJ_J_1_L_LJ -� 6'FACEOFCURB � � 1�..! ' FLOWLINE � � � 71Y BETWEEN PIPE FL0IMJNE SIOPE CHANNEL TO DRAIN � AND FLOWLINE OF GUTTER � KEYED CURB INCREASE DEPTN AS NECESSARY ' (DEPTM VARIESj TO ACCOMINIODATE PLANTER POT . DRAINS(SEE NOTES BELOW� SECTION B-FACE OF CURB DETAIL SECTION C-ALTERNATE STRUCTURE FOR PLANTERS ��s 1. CURB DRAINS SHALL BE ALFIAAABRA FOUNDRY.A-170]'Y 9'RECTANGULAR CAST IRON%PE,OR APPROVED EWAL. 2. SLOPE OF CURB DRAIN NAIL VARV DEPENDING ON dSTANCE BE7VYEEN TNE CURB FAGE AND JUNCTION BOX.THE CURB DRAIN SHOULD MATCH TFIE SIDEWALK SLOPE NkiEREVER POSSIBLE TO A MAXIMUM SLOPE OF 2.0%.MHNIMUM SLOPE SHOULD BE NO LESS T}WN 0.5%IN ANY LOCATION. 1. PLANTER POT JUNCTION BOXES TO HAVE GALVAWZED STEEL FRAME 6 GRATE IN LIEU OF SOLID UD,DRAINS SHOULD BE POSITIONED DIRECTLV UNDER PROPOSE�CENTRAI POT LOCATION PER CLUSTER.MULTIPLE POTS IN ONE LOGATION SHALL HAVE INdVIDUAL 4'AREA DRAINS NATFi SHALLOW 4'WC PIPE CONNECTING TO CENTRAL JUNC710N BOX DRAIN.CONNECT A MAXMAUM OF THREE POTS PER JUNCTON STRUCTURE. N.T.S. THRU-CURB DRAIN OPTIONS I ......�.. � m-._,....._.._'_'_ r____ R€TAININ�a CURB_____ �t � FLUSH AT LANDING � .. CONSTRUCTGUTTERPANIF SECTION A SMfOVNJ ON PLANS(NOTE 2) . f � �r U= �� w �� Z 0 Q _ a /A�� U � -RAMP AT 1:12 MAX RETAIMNG CURB N W y� >g ?,� - .�. =a Mq7( . w �w . . �� . � .' GRWVING 4'-0'MiN.LANqNG �2.0%MAX.SLOPE R » j U W o -�Z 2 � LL� � ��s S 0 1. CURB RAMPS SMALL HAVE A DETECTABLE WARNiNG SURFACE TNAT EXTENDS TNE FULL WIDTH AND DEPTH OF THE RAMP.DETECTABLE WARNNG "' SURFACES SHALL CONFORM TO THE DETAILS ON THIS PU1N AND CALIFORNA BUILDING CODE.DIMENSIONS AND PUCEMENT OF DOMES SFNLL COMPLV i NATH CBC11276.5.ITEM 7. 2. MAXIMUM SLOPES OF ADJdMNG GUT7ERS,THE ROAD SURFACE IMMEDIATELV ADJAGENT TO THE CURB RAMP,OR ACCESSIBLE ROUTES SHALL NOT 3 EXCEE�5 PERCENT VN7HIN 1'-0'OF THE BOTTOM OF THE CURB RAMP. 3. THE RAMP SHALL F1AVE A 11'VNDE BORDER VNTH 1/1'6ROOVES APPROXMIATELV 3/1'ON CENTER.SEE GROOVING DETAIL.THE SURFACE OF THE RAMP SHALL H4VE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER T1iAN THE SURROUNqNG SIDEWALK. t N.T.S. �� L DETECTABLE WARNING SURFACES SHALL BE CASTaN-0LACE.BOLT-0N OR GLUEQJ MATERIALS ARE NOT TO BE USED.ALL MATERIALS MUST HAVE MIN.5 VEAR WARRANTV IN COMPLIANCE 1MTH GTV STANDARD SPEdFlCAT10N5.CONTRACTOR SHALL PROVIDE CUT SHEETS TO CITV FOR APPROVAL. = CURB RAMP NDS SPEE-0 C+RATE.ND5140. SLOPE 6'ROUND FIAT TOP,BUCK TO DRAIN NDS 12'LOW PROFlLE ADAPTER ORAPPROVEDEQUAL w"� � CRUSHED RO�K ?Q � �? i� NOS UNNERSAL OUTLET � � ORAPPROVEDEQUAL �G_ � \ �DRAIN PIPE CRUSHEDROCK DRAIN TEE NDS SPEE-0 CaRATE.NDS�10, SLOPE 6'RWND FUT TOP,9LACK TO DRAIN NOS 12'LOW PROFlLE ADAPTER � � ORAPPROVEDEQUAL w�/� CRUSHEDROCK -�•a� j�� i�! �� i NOSUNNERSALOUTLET -�,i/�i ORAPPROVEDEWAL LDRAIN PIPE � CRUSHEDROLK . � N0.5 1/4 BEND DRNN ELBOW OR APPROVEO EQUAL N.T.S. FLUSH AREA DRAIN CROSS BARS AT 1"O.C. � (SOLID FOR JUNL710N BOXES) ��5 BANqNG BARS 2-1/2'x 3/16'-1�l16'O.C. 7 GA.-GALVANQED STEEL FR4ME � LIFf HOLES,TYP. � "� El(TENSbNS,AS RE�UIRED �' TON('UE 8 GROOVE JdM,TVP. 5' S' 24' INSIDE 0 NOTES: 1. (8)1"YVEEP MOLES E�UALLY SPACED TO BE DRILLED AT TOP OF SUBGRADE. 2. BASE CAST�N-PLACE AS RE�URED TO MEET CONNECTON VIVING. J. VNIERE INLETS ARE LOCATED WITFNN PEDESTRIAN PATHS OF TRAVEL.FRAME 8 r_oeice euei�oc sne ucci oomc ur+u cre.�n cee cisc�o�xeu i�n n� N.T,S. DROP INLET WIDTH OF ItAMP �' OR LANDING � ?a O� OO OO OO �O OO U� �w QO O O O O _� a a� � � � � � � _ �� gw ' O O O O Q� A A ip O �O� O 1.6T-2.35"APART � 0.20"� � �0.45'ATTOP SECTION A-A ��090'ATBASE TRUNCATE�DOMES DETAIL TRUNCATED DOMES 1.5'@ PLqTFORM PORTION OF RAMP(fVP,)� r1/4' � �„-�., P GROOVING DETAIL 1. ACCESSIBLE RAMPS SHALL HAVE A 12"VNDE BORDER VYITH 7/4'GROOVES APPROXIMAlELV 3/4'O.G.,SEE GROOVING DETAIL.THE SURFACE OF THE RAMP SHALL HAVE A TRANSVERSE BROq+iED SURFACE TEXTlX2E RIXJGHER THAN THE SURROUNqNG SIOEWALK. 2. UTILIT'PULL BOXES,MANHOLES.VAULTS AND ALL O7HER UTILJTY FAdL171E5 1MTHN THE BOUNDARIES OF TiE CURB RAMP SHOULD BE RELOGA7E0 OR ADJUSTED TO GRADE BY PRIOR TO,OR IN CONJUNCTION WITH.CURB RAMP CANSTRUCTION. N.TS. GROOVING DETAIL D� �NEW PCC CURB , � 1'0 PVC PIPE THRU CURB AT SCORE MARKS,TVP. / AC PAVEMENT . � BASE ROCN , . � >i D� � .i ELEVATION PLACE FlLTER FABRIC BEFYND VYEEP FpLES VNTH A SFIOVEL � FUII OF ORAIN ROCK,TVP. , � %`r� SETFLOWLINE OF WEEPFIOLES ��.� / 1/Y ABOVE PAVEMENT SURFACE . . // SECTION A-A N.TS. WEEP HOLES USE T LONG,N4 DOVYEL.DRILL FpLES,BRUSH,BLOW CLEAN I AND SET DOWELS IN EPDXY. �r 3' T�24'O.C. t I � A T A �NEWSNV EX.S/W S/W TO S/W PLAN VIEW rw�F oF exisnrrc �S/W THICKNESS !u:w s�w -�__x sv.�� 2 NMN. NOTE:IF EXISTING SIDEWALK _-_� IS LESS THAN 3'THICK,USE 6' Nelh'SrW. `x S��h. DEEP x 12'VNDE P.G.C.KEV � --- varr�oowe�coNNecnoN. 6' 6"�----`'^-'�6' SECTION A-A N.TS. CONCRETE DOWEL CONNECTIONS �NON-PAVED PAVED AREAS� �//, ( /�, ) � ".��.....Z i �� BACKFlLL PER GEDTECHNICAL � i REPORTRECOMMENDATIONS I �. L1N11T OF CANCRETE � i CAP,(IF REQUIRED)� j CLEAN SAND OR GNAVEL W/ MAXIMUM GARTICLE S12E OF 3/1'COMPACTED TO 90%REL. 4'MIN.TRENCH OFFSET I I 4'a�$%:O.D.Mq)(.7yp. �E AMTERIAL SPEGFlCATONS 'C%PE PER AS1M 3031 SDR-21;.FM RINCrTITE OR APPROVED EQUAL. �'T06' BEDDING )PE(SMOOTH INTERIOR)%PE PER ASTM D3212;MANCOR SURE�OK i PIPE OR APPRWED EWAL. PLASTIC PIPE BEDDING R:1/2' 6'��/' •,.,�., R=72' O6 * w �- SURFACE PAVING a > HASE ROCK � �� i��,�~ SUBGRADE�95X RELAl1VE -i COMPACTION PER ASTM D 1557 v � acc cuas�cuss n� '�WEEPFIOLES TO BE PLACED ON ALL VERl1CAL CURB.AND CURB 6 GUTTER WHEREVER LANDSCAPING SLOPES TOWARDS THE CURB. N.T.S. KEYED VERTICAL CONCRETE CURB �NE W A.C. M� {ti P..�. .." '�,Nr,�.yH.. LIP OF GUTfER/ SAWCUT FACE OF CURB EXISTNG 2� PAVEMENT 6"MIN OR MIITCH EXISi1NG IF GREATER JOTE�.IF THE CONTR4CTOR MMAGES E%ISTING ASPHALT SECTON DURMG fhE REMOVAU INSTALUTION OF CURB AND GUTfER OR AT THE qSCRETION 7F TME INSPECTOR,THE AC VNLL BE REPAIRED BY SAWCUTTING 12'MINIMUM iACK FROM THE LIP OF GUTfER AND INSTALLING A 6'MINMUM DEEP LIFT A.C. >EGTION AND A 2'A.C.CONFORM AS NEEDED. '(��l�'",,�Oi�% i_ .."�uR.<'�s'ye� J '.,�Z _, �. ��:,_'<,. :4,.�E�'•1� N.T.S. i.. .� ... _ ..•,. .�F-.-�a.. CURB REMOVAL&REPLACEMC�'GtT�:�'_ '�� #�� 8; ✓),. Apple Bubb 14 Sitework 10420 BUBB ROAD k �� KIER�WRIGHT CIVIL ENGINEERS E SURVEVORS,INC. 33505�CT?BOU:.rVARO 6:JIl.D�.NG�: SAti-�'A�;ARA.::ALI�ORN',4 95G54 P 40B?.i 6fi65 =40A�2:564' � 1�.�'"`na T i:.: Q '� ., so•. •r� �'�i %i`�. . _ . . .-1iL^ ,�.�.�..i..n-'- ....+s.�w.r. /-++r�"'�^"_ °�.�. ,� ''�' . � 11'�-�...f . ....�-r'��.y.�.,.. _. . , n.:�>. Y�.r.. s. LMIl50FPAVEMENT Z.o•M�N. REVISIONSANDISSUES REINFORGNG FABRIC� AC SURFACE COURSE TO �SSUE FOR PERMfT BE PLACED IN ONE LJFT SAWCUT / � �7(�PAV�N�T i I ��; � ; NEW PAVEMENT , , RENIOVE 1.0' MLL 1.0' MN.EX.PV MN.EX.PV. 3.0'MIN.IMDTH OF IEW PAVEMENT N.T.S. AC CONFORM LESS tHAN 4"TO ADJACENT �PAVEMENT 2.0% �LSCP,NMERE APPLICABLE. �BASE ROCK , �. -- 4'PCC -- -�' ' 1'CLIIAB. , . '=��. .T i.. �'i..�i•�. ; SUBGRADE�95%REIATIVE ' � - COMPACTION PER ASTM D 1557 TYPICAL CONDITION 7C.BULqNG OR WALK FOR PVC PIPE IN PAVED AREA,36' EXPANSION JqNT MIN.COVER FROM FlNISH GRADE, USE T LONC.f4 DOWEL� OR A CONCRETE CAP,IS REWIRED 21'O.C.DRILL HOlES,BLOW �• ,• ZA% CLEAN AND SET IN EPDXY. FOR PVC%PE IN PAVED AREA, � � 21'MIN.COVER FROM SUBGRADE. � OR A CdJCRETE CAP,IS REOUIitED 3.S ' 4"PCC, FOR HDPE PIPE IN PAVED AREA. �3�� . : � 4"CL 11 A.B.- ��L 1 12'MIN.COVER FROM SUBGF2ADE 1 IS REQUIRED ' �8�� l�-g•�! CONNECTION TO EX BUILDING OR CURB N.T.S. TYPICAL CONCRETE SIDEWALK 40�DESCRIPTION � ORTE QµOfESS/ON� 4.� �OS /� <`"�rQ /l5�c �y 1�p m r�y c *��lVI� �* .Irf.OF Cp`\Epp PROJECTNUMBER A12000-0IB74 DESIGNED NA DRAWN NYI DATE MARCH2O74 SCALE ASSFpWN SHEET NAME CONSTRUCTION DETAILS SHEET NUMBER C-003 a � � 3 � s 0 0 i s m i � / / �� ¢� � � � / � / � � � , o�.. , � � \ � � � � \ �i s. \� .v�s. \ ,se, 44i� \ � S dp � •��j0 � \ � � - ' ' ' Lr�-+' � � � � � l � n � I a�� g v A - �; � --� � M 577.91 T�C �� _ �22J9 V y E - -� Qx Y - .,I /"~ g° °�m � �T yl~a E E f� _I t o� t �pi;4� IE _ .I � � � ��: - i' '. ": - � I In N � � I q I� lu� � �� -- - -� ----� Y a � ----- m -�� 3z�.eec �xs..� cr U-� L, ------ , �z�.00 c p ol �� .u+��e t Hc R� sxx..w c `�'� c� �_ °I _ � I 4 _1�, u � S Ro' _ � � I� n � I. la� I , � , �� ,� , , , `s . " a �� `° �� ,,. �.� \ \ � � � � �\ SD � \ �� - � �-� '� �� 1: \ P � � s � . \ - \ \ F � . � 4Q4,\. '�. \ �,�Sr� � .� .. � � bN6�0 ..� ��i I,. ��.9 \ � � �' 'a � BUBB 14 �� ,�,:�'S��` n� \� i' �' 10420 BUBB ROAD �o„��° � I \ n� \� � �n i� - - \ \ ' �z � \ I:. I \� ^�^d� � ....9��.. E��N iz�.-o L " � ��tToa Sz�.�oa+ � � � � � I � I � _------ � ' y�(� u 3I3.13 ff[ • --_ ___- \\ r� � \ ^d�S,C... - - -�------ I - � Oa ��y �z�i:a+ L� �/r � � � g N . 1 J1J 15 G!C�MPEI Q O L� � \ "d � `\� \ � 4 <m �Cr7 � n� l... .1 - C p �'A°r y � � � � CY � r�, n � � „ z O D �- _ \ � ...\ .\ `S N J � . .. ._. _..._. .._.. . Z� � a \ n = . \ " � \ . - -- �-- --------� � �°60`V � ..\�� ...nd .F.. . .� � � ,� � y � � � � � r.d d '�,\ .. n,• � � � � �e- � �,S -Sz:e . � � �''"- ^d� � :ygo��£� ; �� "' so \ g� \ �� \ �""� �Z{�QI�° . � �� n SS L� J= . � \ .C d" \ � � �l in .�� n� n �� \ ^�CL• \ � •°Z � � . � . � � i�...... � �� ,P d � � � �� g � � Q ^d� 0 � � � � 2�' � � - � Id � �J]5.9 / � � � L � � ' a � �d � � , r � � � (/ � 1 � � III � � �..^d � li NOTES ABBREVIATIONS 1. THE BOUNDARY EASEMENTS,AND OTHER ENCUMBRANCES SHOWN ON THIS DR4WING ARE BASED SOLELV UPON INFORMATION CONTAINED IN THE (R) RADIAL FOLLOWING DOCUMENTS:PARCEL MAP FlLED fOR RECORD ON NOVEMBER 18,19761N BOOK 383 OF MAPS AT PALES 39 AND 40,SANTA CURA AC ASPHALTIC CONCRETE COUNTV AD AREA DRAIN 2. TMIS 6 NOT A 80UNMRV SURVEV.NO LIA&L1TV K ASSUMED BY KIER 6 WRIGHT FOR THE IXKTENCE OF ANV EASEMENT,ENCUMBRANCFS, BC &4CK OF CURB DISCREPANCIES IN BOUNDARV OR TRIE�EfECTS NOT MENTIONED IN SAID OOCUMENTS AND THEREfORE NOT SHOWN ON THIS DRAWING. gFP BACK FLOW PREVENTER 3. THE 7VPE5,LOG4TpNS,SIZES AND/OR DEVTHS OF IXKTING UNDERGROUND UTIUTIES AS SF10WN ON TH5 TOPOLRAPHIC SURVEV WERE OBTAINED � BACK OF WALK FROM SOURCES Oi VARVING RELIABILITV.THE CONTRACTOR IS CAUTIONED THAT ONLV ACTUAI EXCAVATIDN WILL REVEAL THE TVPES.IXTENT, C CONCRETE SIZFS,LOCATpNS AND DEPTHS OF SUCH UNDERLROUND UTILITIES.(A REASOWIBLE EFFORT HAS BEEN MADE TO LOCATE AND DEUNEATE ALL CLF CHAIN LINK FENCE IINKNONM UNDERGROUND 11TILiTIESJ HOWFVER,THE FNLINEER CAN ASSUME NO RESPONSI6ILITV FOR THf COMVLETENESS OR ACCURACY OF ITS CONC CONCRETE DELINEATpN OF SUCH UNDERGROUND UTILITIES WHCH MAV BE ENCOUNTERED,BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. EB E�ECTRIC BOX EP EDGE OF PAVEMENT 4. BENCHMARK�SANTA CLARA VALIEV WATER 06TRKT,BM-1064; EW EDGE OF WALK SANTA CURA VALLEY WATER DISTRICTS 6 CM DIAMETER BRASS DKK(Q180)�,ON TOP OF SOUTHERIV CURB FOR MCCLELLAN ROAD,NEAR A GTCH FC FACE OF CURB &ASIN;2.5 FEET NORTH OF THE RAILROAD CROSSING LIGHTS,AND I 5 FEET WEST OF THE CENTER OF THE TMCKS.STATION K AL50 ABOUT 250 FEET EAST FROM BUBB ROAD ALONG MCCIELUN ROAD,CIIV Oi CUVERTINO. FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR ° �I(�-�ai�-- I�i z ELEVATpN:332.54 fEEf (DATUMI:NGVD 29 GM GAS METER 5. A.P.N.:357-20-038 GRN GROUND � ,,.=�t�,.,,�4 .'1 . ...I�;•.`�•,` :A�. � US LAN0.5CAPE x ..�-:S � ' ��+,' r 3�� j + �j" 6. FLOOD 20NE NOTE:THIS SITE 5 W FIAOD ZONE'X',ARFAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF I%ANNUAL CHANCE FIAOD WITH MON MONUMENT /- �/� AVERALE DEPTHS OF LESS TFU1N 1 FOOT OR WITH DRA�NALE AREAS LE55 THAN 1 SQUARE MILE;AND ARFAS OF%tOTECTED LEVEES FROM I% NO NUMBER �� .' K�,j:l��_=I` ! �+��. �j� ANNWL CFiANCE�LOOD.VER FLOOD INSLIRANLF MTf MAP COMMUNITV NO.060339 0208H DATED MAV 18,7009. P U.E. PUBLIC UTILITV EASEMENT . � � „ `r' �^ . . . � , �� ,/ `,.-- /,� INFORMATION WAS OBTAINED FROM THE FEMA WEBSITE M14W.FEMA.GOh ON NOVEMBER 2,2012. DMH STORM DRAIN MANHOLE y� � � s d� � '" �"��`}```�" � '�` "'" �"' �� 7. BASS Of BEARINGS:THE BFARING OF NORTH 1 B'S6'09"WEST TAKEN ON THE CENTERLINE OF BUBB ROAD AS SHOWN ON THAT CERTAIN PARCEI SLB STREET LIGHT BOX '1 . • '`'',�. . . . . ... � �F +�`��.� , `� � t�� MAV OF TRACT NO.1398,FlLED FOR RECORD ON DKEMBER 26.1967 IN BOOK 231 OF MAPS AT PAGES 50 d 51,SANTA CLARA COVN7V RECORDS SSCO SANITARY SEWER CLEAN OUT � � � '� .'�}� � �'t.. :. �"- WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. o ��•��.sr. SSMH SANITARYSEWER MANHOLE � (,.� TB TELEPHONE BOX i TC TOPOfCURB TD TRENCH DRAIN � WM WATER METER � � �g�vri � ;�` i u ----- 3ID.56�V 320.28 PV 13. � �N �I f H� Ji011 PV 32�.�]lC I 111.19 V I 31o.sy w � �I�� - ' l71.0]W ]30]9 PV � �'- 1.1 F J70.66 PV �� -- ]]f. BR J11 IS PV G �N ]1.K PV �SIt.7 TR ..... d ��.� I u 321.Z6 PV �It tt PV I. 371 99 T[ 3]i 00 Pv ��y I a 2�50 V ��I 33. TC I t t P ]T 93 R �I 111�5 PV �52�12 Pv '�� I 3t3.oa C I ~ I Q ?2�J.o�C_ IS]1.7y ew�...... . �C 3I�60 PV 0 3I1 57 PV � �zz i i rc 65 PV � ]I48a EW J2]6�EW ]72.II Ew ��oV a ��T- �____ I � 6 • • � 11i.]1 EW ]IIIJ*C I u J]t.]6 Pv 33�.63 PV � �a � I�z3.i.cw � , � �I''� � � {� �I yI �, ��I 32t.9]PV ��v u� �g�.Jv �µ I �I m F , .io cv �.09 ew �F \E I� I i PLANiER 113.�0 Ew 32395 C � SiJ.QJ C wp�p 9[NCN v ° L._-- m � m _ ___ _..___._.... a� _ 1]].90[ ' 'r'7 O6 Ew ��a yl I y _f-_� _ .', ;aF� �--_ �t � � � �� .us.o car�� --- � �, �n�l i a a ��N %� LEGEND PROPER7Y LINE ADJACENT PROPERTY LINE EASEMENT LINE CENTERLINE BUILDING LINE WITH DOOR BUILDING OVERHANG CURB CONCRETE FENCE CONCRETE�ANDSCAPE WALL EDGE OF PAYEMENT n �--------� - f STREET UGNT FIRE HYDRANT STORM DRAIN MANHOLE MANHOLE CLEAN OUT FLAG POIE GAS METER VALVE CATCN BASIN i DROP INLET WATER ME7ER FIRE DEPARTMENT CONNECTION BACK F�OW PREVENTER POST INDICATOR VALVE UTILITV BOX(SIZE VARIES) SIGN BOLLARD TREE W/SIZE AND ELEVATION SPOT ELEVATION ~� O O 8 � 8 00 � A � � 10" i000 100 00 �:,. � Apple Bubb 14 Sitework 10420 BUBB ROAD k`� KIER 8�WRIGHT CIVIL ENGINEERS 8 SURVEYORS,INC. 335C SCC 9 J VAR B'D'.NG Z2 S.4ti'A 4RA,:P._"�.��4ti49.;54 %4�E�6655 `40E�.S6d�. � N�RrN u iu zu iu SUI!I =I O([ REVISIONS AND ISSUES ISSUE FOR PERMR 04.07. NO DESCRIPiION DATE QpOfESS/ON4 4,� �OS � �`��P� y�'y��i+ N W O Z * * fl CIV1� � 'lF�F�CP��F�� PROJECTNUMBER A12000-04874 DESIGNED MA ORAWN M�I DATE MARCH2O14 SCALE ASSHOWN SHEET NAME TOPOGRAPHIC SURVEY EET NUMBER C-100 � �� , � � � ��,�.� � � �� - � � ' � ��'� � �� i � , �, 1 �+, � � � / \� / °I � � �� /. I �FlBER ROLLS.TYP. , . � �(TFIIS SHEEn 4 �,� / ' ., �` , �.\ ° � � ' � � � �� STA&UZED CONST. � a$ i� //' ' . , %'� . " �a9ENTRANCE(THIS SMEEn �� a� �� ,. , - ' . °s, ,' ' , ,' -- �i ` , �� , �`� � �� - ------ � � �i�- � � ;� � � . , �� , � $ � ' � ;o. ,� �� i � � �� " •;s;�� . � � � i i � � � � °;r�, ai � I ` �= ��hi� �'� � j I � � � � �.,\. �od, ; � i i � � � T r. i I .. r � I �\�c\\ ;�� \ "�"\. I � \�Y� �� __ � 1 � � � � p \� � � ol � \ \ =I � \ \ y� � I w �� \ L� � �\ L � � � - � � � � - � � � a � , � � I �\ \� �� i 44,\ � I � 6EwS�` \ I . �p�'�\P � � I � � � � \ I � �� \ � \ � � � r � I � I I �� FIBER ROLL �� I o '2��i � �-� 1 � -T�-� \ � � � � � _�7_ � � _ -� � ; \ � � . \ �4 �/- ' / Y fl � � ,�, , , �,' , , STRAW FlBER ROLL WRAPPED IN � ��-1�� . , L�------' A NBULAR BIACK PLASTIC NETTING . VNTH A DIHMETER OF 8'-70'. \ qRECTION � � pF F�pyy l/4"c 3/1'WOOD STAKE�1'O.C. \ � 3'MIN._ -FIN45YEDGRADE � �� Q 5'MFX. � ` ... i�� i� /i. •i �� \ t`�� i � � i i \ 12'NYN:-- . , �� , ., i ,. . .. . . \ FOR FLAT AREAS � � � � \� � No�s; � � 1. FIBER ROLL COMPOSED OF BIO-0EGRADEABLE FlBERS SNFFED INTO A \ � PHOTODEGRADEABLE OPEN VYEAVE NETTING. � � 2. FlBER ROLL ER0.510N BARRIER TRAPS SEqMENT AND REDUCES SHEET AND �P \ HILL SIDE EROSION BV REDUCING SLOPE GRAdENT.1T INCREASING � INFlLTRATION RATES AND BV PRODUCING A FAVORABLE ENVIRONMENT FOR PLAIJT E5TA8LISFMENT. °a 1 .. 0 c. � 3. FIBER ROLL INSTALLATION REQURES THE PLACEMENT AND SECURE STAKING OF TFIE FlBER ROLL IN A TRENCH 3'fi'DEEP.OUG ON CONTOUR.RUNOFF � MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FlBER ROLL. a N.T.S. � STABILIZED CONSTRUCTION EXIT 0 a m k CRUSHED AGGREGATE GREA7ER TFIAN 3'BUT SMALLER T}IAN 6' 50 MIN. PUBLIC RIGHT-0E-WAV- �- / i,. ,i �� .��i i, i, i/ � ...,i�.�i�, , ��ii� �i. z! EXISTNG GROUNO � GEOTEXTLE FABRIC PROFILE �' � � . � PROVIDE APPROPRIAlE TRANSITION BETWEEN STABILIZED CANSTRUCTION ENTRANCE AND PUBLIC RIGHT-0E-WAV.� r^-50'MIN. � i i i� i� , , i� RIGHT EXISTING GRWND i OF WAV i i� %� � �%� � ,i��,�� i , PLAN MAINTENANCE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONqT10N TT1AT NALL PREVENT 7RACqNG OR FLOWING SEqMENT ONTO PUBIIC RIGHTS#-NU1V.THS MAV REQURE PERbDIC TOP DRESSING VNTH ADDITIONAL STONE AS CONpTONS DEMAND,AND REPIUR AND/OR CLEAN OUTANV MEASURES USED TO TRAP SEqMENT. 2. ALL SEqMENT SPILLED.DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-0E-WAV SHALL BE REMOVED IMMEDIATEIV. 3. V1MEN NECESSARY,NMEELS SHALL 8E CLEANED TO REMOVE SEDMENT PRIOR TO ENTRANGE ONTO PUBLIC RIGHTS-0E-WAV.THS SMALL BE DONE AT AN AREA STABILIZED N7TH CRUSHED STONE,WHCH DRAINS INTO AN APPRWED SE�IMENT TRAP OR SEDIMENT BASIN. �� i i � �� X � X�- 11�.a _� I � L. J aTe �� .�� ,�. \ � __��i BUBB 14 10420 BUBB ROAD >C� 'm ��- � D � � � i i I I � I � � � i I I I �- � I � I � � X �� aI, � �� .��.,,��.�,.�,��,�.�.�.��,�„�,.��._,��,�� , t � � � � � � i � � � � � � � � � � H � � � � � � � s 8 � � � � a � � � � � 'I � �' zz� i�, � )� ' il i' �� I� I, � �___=====il � �i � �I � �i ." ,L-T---�i i � i I I i � I �/ � ^� , �� , � ,��i -1_1�' � ,�,-d� � � i . � � �� - _ � �-_-� , •- �� a� � l i �o I I � �� Apple Bubb 14 Sitework 10420 BUBB ROAD k�, KIER 8�WRIGHT CNIL ENGINEERS 8 SURVEYORS,INC. 335C SCC 90U EVAR�B_DiNG 72 SAN"A C ARA.;A,'�.FpRh A 950!i4 P COE 666 ''a06 1 55t'. � DI�'-_�ol�-��.� . .,A R �-,�:X�,-.,,R�.,.. ..,.;� ,,, .. wS� �i. '1�y�\.�j i . �!� � J�� ►i l�� 1 ;. _. . .. ..�.�--� � .. � �, � �� ':.. �i� Yi .'i 4.� � - ' ,. �a.�:��+ ..�7 • "` .��-�. �. � ,'3;� 1 y F i � w ..'!_��. c.�r:'�. �t�:r ...«.-�s � ! � • �� z € � � 't 4 € � s �i=r=-=�==_,-i-�-�==\ � •;I ' �,' �' �� l, � �-------�J-�---�ii � a -- „ � ' . . . V ^/'y /\ K�/ � -�� , , � � ,' .�� • _�� - � � , � T , - , • � ; �--� � ; , � �" I I �� ' i i � � �/, L-� � ' ' i r i i �x I I�� ,��,' ! r ,,'�---Z�� , � ��1� �� : �.�k� � \ �� EROSION CONTROL NOTES DEMOLITION KEYNOTES 1. EROSION CONTROL FAGLITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE AT 7. INSTqLL INLET PROTECTION PER DETAIL 15/SHEET C-003. GOMMENCEMENT OF CIXJSTRUCTION AND SFIALL CONTINUE IN EFFECT�M1T1L INSTALLATION OF THE PERMANENT PROJECT LANDSCAPING AND PAVING. 2. El(ISTING UTILITV STRUCTURE OR UNDERGROUND UTILITV TO REMAIN,PROTECT IN PLACE. 2. CHANGES TO THE EROSpN CONTROI MEASURES�NdCATED ON THESE PLANS AND DESGRIBED 3. EXISTNJG SIGN,CURB,WALK OR OTHER SITE FUITWORK TO REMAIN. MEREIN TO ACCOMMODATE FIELD CONDITIONS MAV BE MADE ONLV VN7M THE PRIOR APPROVAL OF OR AT THE qRECTION OF THE GTV ENCaINEER. 1. LOCATE 6 PROTECT EXISTNG RAINWATER LEADERS/ROOF DRAINS PRpR TO CONSTRUC710N. SEE UTLITV PLANS FOR RECON�ECTIONS(NMERE NEEDED). 3. A CONSTRUCTION ENTRANGE SHALL BE PROVIDED AT ANV PdNT OF EGRESS FROM THE SITE.TME CONSTRUCTION ENTRANCE SFKKILD BE COMPOSED OF COARSE DRPJN ROCK(3'6'IN qAMETER) 5. REMOVE EXISTING SURFACE STRUCTURE(SIGN,PQST,WALL ETC.)SALVAGE EXISTNG SIGNS AND AT LEAST 7WELVE(12)INCHES T1i1CK BY FlFTV(5�FEET LONC BV TWEIVE(12)FEET NADE AND FLAGPOLE FOR RE115E NMERE POSSIBLE.SEE MPROVEMENT PLANS FOR SIGNAGE NEEDED. SHALL BE MAINTAINED UNTIL THE SITE IS PAVED. 6. REMOVE/ABANDON EXISTING PIPE,CONDUIT,ETC.CONTRACTOR MAV ABANDON PIPES IN PLACE 4. SEqMENT TRAPS SHALL BE CONSTRUCTED ARWND EACH STORM INLET AS INqCATED ON THE NATH pppROVAL OF GEOTECHNICAI ENGINEER AND CUENT/qMdER. EROSION CONTROL PLAN.SEE THE'DRAIN INLET PROTEGTION'DETAIL ON TFIIS SHEET.THESE SEqMENT TRAPS SHALL BE NWNTIIINED IN PLAGE UNTIL TNE CONCLUSION OF THE SITE PAVING 7. CUT AND CAP EXISTING UTILIT'LINE. AND THE INSTALUTION OF PERMANENT LANDSGAMNG SQUARE FEET PER 7RIBUTARY ACRE.ILLl INLETS YNiICH ARE NOT PROTEGlED BV SEpMENT TRAPS SHALL BE COMPLE7ELY BIOCKED AS 8. REMOVE EXLSTING STRUCNRE(AREA DRAIN.CATCH BASIN,ETC.) LONG AS THE EROSION CONTROL PLAN IS IN EFFEGT. 5. ALLVAVEDAREASSMALLBEKEPTGLEAROFEARTHMATERIALANDDEBRIS.THESITESHALLBE GENERA�DEMOLITION NOTES MAINTAINED SO AS Tb PREVENT SEDMENTdADEN RUNOFF FROM ENTERING THE STORM DRAINAGE SYSTEM OR ADJACENT PROPERTES. 6. ALL ERQSION CONTROL FACILITIES SHALL BE INSPECTED BV THE CON7RACTOR AND REPAIRED,AS �' NOTE TFIAT EXISTING SITE IRRIG4710N IS FE�BV BOTi POTABIE ANO RECUIMED WATER SERVICES.CONTRACTOR SHALL MAINTAIN EX.IRRIGATION THROUGHOUT CONSTRUC710N REWNRED,AT THE CONGLUSION OF EAGH VMORKING DAV WRING THE R/UNY SEASON.THE qND MI1KE NECESSARV A�JUSTMENTS/REPAIRS AS NEEDED.COORDINATE 1MTH BUILqNG CONTRACTOR SHALL INSPECT THE EROSION CONTROL FAdLITIES AND MAKE NECESSARV REPAIRS FACIUTIES STAFF TO ENSURE EXISTING RECUIMED WATER IRRIGATION LONES AND iHERETO PPoOR TO ANTIGPATED STORMS,AND SHALL PERIODN',ALLV INSPECT THE SITE AT ppTAB�E ZONES ARE NOT MIXED OR MISFED.HAND YINTER ANV TREES OR IRRIGATION AS REASONABLE INTERVALS WRING STORMS OF EXTENDED DURATION.REPAIRS TO DAMAGED NEEDED OR DIRECTED BV FACILI71E5 5TI1FF OR UINDSGPE ARCMTECT. FAGLJTIES SHALL BE REPAIRED MMEDIATELV. 2. NOTE TMl1T EXISTNJG PERFORATED PIPE SUB-0RAINS EXIST BUT ARE NOT SM01MJ. 7. ANV DMMGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS SOON AS PNACTGABIE. CpN7R,q�7p(t SHIILL REPAIR ANV EXIST1NCa SVSTEMS IN-qND IF DAMUGED. 8. PROVISION SWLLL BE MADE TO ASSURE T}IAT BORROW AREAS AND STOCKPILED SdLS ARE 3. EXISTING ROOF DRAINS AND OVERROW CONNECTIONS ARE ALL TO REMAIN AND SHALL BE PR07EGTED FROM ER0.SION.THIS SHALL CONSIST AS A MIIiMUM,OF COVERING WITH PLASTIC PRO7ECTED IN-PUCE.SEE UTILITV PUN FOR ROOF ORAIN RECONNECT10N5 FOR ROOF SHEETING,OR BV SEEdNG,MULCHING AND FERTILIZING. pRpJN$THpT ARE CONI�ECTED TO%%NG SVSTEMS BEING DEMOLISHED. 9. FOLLOYNNG EACH STORM,THE CONTRACTOR SMALL INSPEGT EACH STORM INLET SEDIMENT TRAP , ALL E%ISTING TREES NOT MARKED FOR REMWAL SHALL BE PROTECTED IN�PLACE PER THE TO ASSURE THE INTEGRITY OF THE BASIN AND OUlLET PIPE.ANV DAMAGE TO THESE OR OTHER CITV ARBORIST AND PRQIECT ARBORIST REWIIREMENTS. EROSION GONTROL DEVIGES SNAIL BE REPAIRED AS SOON AS PRqCTCABLE. 5. REFER TO ADA NAPROVEMENT PlANS FOR ADqT10NAL FLA7YWRK DEMOL1T10N DETAILS 10. AS SOON AS PRACIICABLE FOLLOVNNG EAGH STORM,THE GONTRqCTOR SHALL REMOVE ANY yy�TM�N AREAS OFNADRN. ACCUMUUTION OF SILTOR DEBRIS FROM THE SEqMENT TRAP Bp51N AND SHALL CLEAR THE OUTiET PIPE OF ANV BIOGKA6E. 11. THE CONTRACTOR SHALL BE SOLELV RESPONSIBLE FOR THE INSTALLATbN ANO MAINTEWINCE OF THE EROSION CONTROL FAGLITES AND SFULLL CANDUCT PERbpC INSPECTION OF T1iE PROJECT SITE DURING STORMS OF PROLONGED DURATION AND/OR HEAW INTENSITV ib qSSURE THAT THEV FUNCTION IN THE MANNER DESCRIBED HEREIN. LEGEND PROPERTV LINE EASEMENTLINE BUILqNG UNE EXI571NG CURB TO BE REMOVED LIMT OF WORK AND APPRXMMIE LC011T10N OF FlBER ROLL(MAV VARV IN FlELD) EXI571NG UTILRV TO BE REMOVEO EXISTING UTILITV TO REMNN STABILIZED CONSTRUCTpN ENTRANCE BULDING/SITE FAGLITES TO REMNN CONCRETE REMIOVAL DEMOLITION KEYNOTE PROTECT EXISTNG TREE REMOVE EXISTING TREE INLET PROTECTION ABBREVIATIONS AD AREA DRAIN BFP BACKFLOW PREVENTER CO CLEANOUT EB ELECTRIC BOX FH FlRE HVDRANT FP FLAGPOLE GM GAS METER lT. LIGMT � � FlBER ROLLS,NP. � (TMS SNEEn $ � � � ��TH � � 0 10 20 30 � � � 5vk�•-��ft � REVISIONS AND ISSUES � ISSUE FOR PERINT 04.07. � � � � � ---__xx__--_ r Nz -:'i L __`z__�� r-� , � L_______�J DESCRIPTION � QppF E SS/ON A 4,� �OS � V � �n W p� ryc� *l �IVI� �* 'rf.�F CA��E��. PROJECTNUMBER A12000-04814 DESIGNED NAA DRAWN MA ( 1 DATE 6WRCH2O14 SCALE ASSMOWN XSHEET NAME 1 � L J DEMOLITION PLAN PIV POST MIqCATOR VALVE RWL RAINWAlERLEADER SD STORM DRAIN TD TRENCM DRAIN TELE 7ELECOMMUNCATION TVP. 7YPICAL WM YVATEN METER WV WATER VALVE NUMBER C-101 a a 5 s N i z n � / / / . � ' . � � . ,' I , � , , � , � „ Y � / � �� o � � ACCESS TO \ PUBLIC ROW .� . � ` � � . �\ � Q � � ` � ,, � \ � � �\� O � � � � , � RELOCATE � \ � EX.SIGN � \ � ` \ \ `. \ \ � ,. � \ � \ ` � � \ , ` Q � ,, � � � \ \ ` \ � � � � ` \ � � \ ` \ \ \ ` . � ` 0 EX.DOOR \ ` \ � 1 TO REMAIN \ \ ` � � � t \ � � ° � � RELOCATE � � � EX.SIGN .��. . , � � -........... . , \� � \\ ��,�� r�� ` � � . � �`�� . �' � � � � �� ... \ , ` � . \ � � ' � � a � � � 0 � � �--- ---- ------- � � � � ,. i � i � � � � � � �� ,�.i � ` i � i � � � REMOVE EX. n � I FLAG POLE- ---�-+ � � �\ "1 AND&4SE � �� \ \ �\� � \ \ 1 \ � \ � ; k � � �� \ � ---------J \ � - � � � � � PARKING CALCULATIONS PARKING SUMMARY EXISTING PROPOSED STANDARD STALLS 111 108 (-3) EV STALLS 0 3 (+3) EV ACCESIBLE STALLS 0 1 (+1) ACCESSIBLESTALLS 6 5 (-1) TOTAL PARKING STALLS 119 119 (NO CHANGE) ACCESSIBLE PARKING REQUIREMENTS PER CBC 11&208,TABLE 118-208.2,ACCESSIBLE STALLS REQUIRED: TOTAL REOUIRED ACCESSIBLE PARKING: 101-150 TOTAL=5 ACCESSIBLE STALLS TOTAL ACCESSIBLE PARKING PROVIDED: 1 VAN AND 4 STD.ACCESSIBLE STALLS BUBB 14 10420 BUBB ROAD DOOR REMAIN ,: �i�e?a�-� . .�.�,,�,.�� .� . �M;��a..'�.:.. 5 . . •,� G ...s, :. .,i�' _ . � .� � : . .. _�O�.-_b.�i - y�� .:: . ��.; �� _. � . _ ...._..� � s�y";, i; ' `•'�t `"`�'y� a ti� �-+' �.�i i ` � � ..`/�. �:'e i'ir. ; O EV CHARGER��- -� --- -4� -� -�-�--� 0 � NEW CONC.3 GROOVES � r--- AT TOP OF EX.RAMP � - �,. EV CHARGER EX.DOOR TO REMAI � ... _ __-- :O: --_ __ � �.�i RE-STRIPE EX.STALLS TO 6.5'NADE_� NO CHANGE IS STALL COUNT . ._. __._ ... . . _ •�• � � REMOVE EX.STRIPING .-`" REPLACE VNTH ACCESIBLE EV STALL STRIPING � � � 0 ' �' ...... .'.•.•.'.'. .•.•.'.'. 1 �:0:�:�:�:�:•:•.•.. :.�.:.....:...:: :�C7�:�:�:�:' :�C?�:�:�: � i ' :' � �� ,�..�� i ��r� � � ' � � RELOCATE-°=��. � f � . � ADJUST FH � ' . EX.PIV .. � AS NEEDED ..I � .,. �� ' . � �' � I '.".'.'..�'-"-"-.-'.'�.�.-...�.-.��-.�"�'�.-'� . I . � .. . ' �� .�.-��SURFACE PER�,_,��.,_._.: � . ' � '�:: ..LANDSCAPE . �� ) ._ � � -:-:-:�:-:-:-:-:�:-:�:�:-:-:-:�:-:�:-:�:�:�:�: :" � : � � .�:�:�:�:�:�:�:-:-:-:-.-:�:-:�:-:�:-:�:�:•:-:� ��;:;b:�:�: � : ____ � .:.:.:.:.:.:.:.:�:-:�-�-�-�-�-�-:-:-:�:�:�:�:� � � :: � =: ' � , . � � .' ... ......_. . . ' � � � � ' .. .. - I� IJ � �------�- �,� CONSTRUCTION KEYNOTES ABBREVIATIONS 1. CONSTRUCT KEVED CONCRETE CURB PER DTL.O11C-003. COPICIC CONCRETE 2. REMOVE 6 REPUCE CURB PER DTL.02/C-001 D DEGREE OF CURVE E.V. ELECTRIG VEHICLE 3. CONFORM TO EXISTNG PAVEMENT PER DTL.03/C-0OJ. EX. EXISTiNG 1. CONSTRUCT CONCRETE SIDEWALK PER OTL.04C-003. L LENGTH OF CURVE R RAqUS OF CURVE 5. GROOVE NEW CONCRETE AT TOP OF EXISTNG RAMP PER DR OS/C-007. SD STORM DRPJN 6. PROTECT EXISIING CURB/NU1LK/SIGN IN PUCE. . Np TypICA� 7. DOYYEL INTO EXISTINC'CONCRETE PER OTL.D7/C-003. 6. STRIPE STANDARD PARKING STALL PER DTL.OBIC-003. B. REMOVE EXISTNG CURB/WALK/WAIU BOLURD. 10. CONSTRUCT 2P DROP INLET PER DTL.10/C�03. 17. CONSTRUCT 6'FLUSH AREA ORAIN PER DTL.09/C-003. 12. CONSTRUCT 12"RAISED AREA ORAIN PER DTL.72IC-003. 13. INSTALL ELECTRIC VEHICLE SIGNAGE a STRIMNG PER DTL.12/C�03.E.V.CHARGING STATION TO BE WALIINR CHNRGEPqNT CT2021,BV CAULOMB TECFMqLOG1ES. 14. INSTALL PLASTIC PIPE BEDdNG PER OTL.OB/C-0O3. 15. INSTALL INLET PROTECTION 16. GONSTRUCT FLOW-THRU CURB DRAIN PER DTL.13/C-003. 77. REMOVE El(ISTING UTILITV STRUCNRE AND APPURTENANCES. 18. VERIFV EXISTING RIUNWATER LEADER LOCATpNS.AND INTERCEPT PIPE AT OR NEAR BUILOING FACE OF WALL.CONNECT TO NEW STORM DRAIN%P1NG qNp PROVIDE COVER OVER PIPING TO BAGK OF 1NALK/GURB. 1Y. INSTALL CURB RAMP PER DTL.1UC-003. �EX.DOOR TO REMAIN LEGEND artoaeaTV ur� BULDING 4NE CURB SIDEWALK CONCRETE/PAVEMENTREMOVAL AND NEW UINOSCAPING DRNWIGE SNMLE ACCESSIBLE PATH OF TRAVEL CURBLENGTM AISLE/STALL qMENSION CONSTRUCTION KEVNOTE NEW TREE PER UNDSCAPE 1 1 � �� r---------i L________J �� I.25' �� 9.00'...{ C i� �� I . � \ � \ "� � . � Apple Bubb 14 Sitework 10420 BUBB ROAD k w KIER 8�WRIGHT CNIL ENGINEERS 8 SURVEYORS,INC. 935CS.C`T90�'.EVAR..�uI�DING:_ SAti`A.,'�,4RA iAl'�.FORN'.455054 �408?7�6665 fEaA?.IS6E� � 'NpRrN 0 10 20 30 S:�k I'=10(t VISIONS AND iSSUES ISSUEfORPERMR D0.07. NO�OESCRIPTION � DATE pµ0f E SSIOHq 4.�p�05 y �(^ -W p lyo� * * sr �IVI� � �rF OF CA`\f�R PROJECTNUTABER A12000-04814 DESIGPED MA DRAWN Mil DATE MARCH2O74 SCALE ASSFIDWN SHEET NAME SITE&HORIZONTAL CONTROL PLAN SHEET NUMBER � �00 BW S2S.3! � � MATCN EX. / �� . I.. ��21.�t . � ""'""'+,_. _ ♦ � } � � / � i j / � / � Apple C 323,30 i \ / � �Y� �`'?'`20 Bubb 14 Sitework , � � ,-� � � / \ _ � .` � 10420 BUBB ROAD / � � s � \ � C 122,75 .. . � � � PV 319.2f +� �� \ O .. . . . � . '. . / � P . .. .. . WiCH W � \ WiCH E%. � . .. . � � ZJ / � I , � KIER 8�WRIGHT � CIVIL ENGINEERS 8 SURVEVORS,INC. \ �10J.i0 GRA - ' * \ �T . . . . . . I I 335C SCC �3C' (':VAR 3 '.'��N;Z2 ADJ.TO GflAOE, 1 � . � . . . , SAN'A 4RA.A_IF7RN A 95C5S \ � TC 323.04 ..,g 'E%'B� . . . .. , . � , - , . .. , . P tOP.�,666., �n 8�'±6a�. � �" WTCH E%. TO RYN � . . .. . . . . I I � • \ Y�TLH EX. .,,�� . � W 3�9.5 1 \ \ O .� 0 RMN. \ � �. � ' . ., .. . WTCH IX. 5=0A2• V'/319.72 \ \ . ' .' ,' , � . � _ (YATCN .. . � � _ ty � ,6 \� .INV.318.2 . � I I �i Ot � � ` I O � j � 323.0f � . \. � �. w \ � N�TCH E%. ; � . .r:.� I I • � � . " � �G.�3.2 . . �r'L'1� , . �.. � PV 0.03 � � . ? �` :� . . __.-_._ ___ _..__ . _- \ � . , \ : O� � W . . \ i0 XM�N. � \ i0 RMN � � � � PY 320.42 EX.DI TO RW. � � M�TCM � i0 RMN. � ' � � ' � \ � ��1 � ' � � � I I \ o " \ � � �' � g� � � BUBB 14 ---- -_ _ _ p -- � � �� '• � � � 10420 BUBB ROAD � I I � � , \ �oa.0�c- �0 RMN. -- \ \ � � TD RYN ��,yATCH EX. -'� NAICX E%. ;0 RMN. \\ �, \ . � C 321.94x� � Gt.02� .....W PV ` J' \ �� t3... _ ��. ;(NATCH E%.J . ..___.____. �s. w � • __ . . . � � �. � � 21.15 ( f �.iY `` c. p,' �,q� N E%. . \ \ Q . . ,M�A'. W 1i-i�S9-�SD(MATCH .) � ___ ---.� TCM Of.) �� fF 323.15 ��T � -�.02 � \ � ' VERIfY � 0 RM . .� 21. ..M� INV.321.5 \ \ '_ __ GI TO RM \ \\ i ais� ,� � � � � �p--�, Q i w 3zi zo� � I \\ �, � \ 0 RMN. S-]23.}9 '� � 3 .75 ce. .. ., � - �t. � � � ' � L4 � , � � � � \ � ca ir.721.is - � � ~�RT � \� Q-•� 32J'25 t_323.�s , veRm) Y. �w�ic y �". . . . � ,� .. (wtcN nc.) N � \ ��a . - .;e �` - .. .. . . . � .. . .. . I � . . � O o '1 . . . .-._ .�e_�--- I . \� \ ..� � .. .. � . �} � . ff 523.I5 �. . p°� � NN..�1QD . . . � C�23.38 t' -. 2.4}[� . TS1-Akt6 ^( � YFRIFY �m e-� NEEDED 0 10 20 30 � �NATCX EX. °� J� '6. wAl .. . ADd. GkADE - m c ' . � . ' � � �� o.'e. .�r c+:�n. � 312.fl9� . . - � �p INV.320.� �d , � � . � � . �� ' ��--• � _ . � t Szl.�o o° �_ � �. +a , . . . . . ' scak�•-lo ft � \ \ �4 ' ffi . n p TO RMN. ,a � . � � . � . o; 1'=' REVISIONS AND iSSUES i \ � ' \ � � C 323.It Ax TO GRADEN. . �"fl . � ' . �-� ISSUE FOR PERMIT D1.07.14 � � `� WTLX EX. � J.TO GRADE .. � . . � . . , ��AS,NEE A � :Sr-323J � � . . " . I \ . ..�� . � .� � �, .. ...._ . , . . � o o . ,., � . I \ �. , �-_�..I_-__ _ . ___ .. \ . • �� \ . ` _RI1�3 1.05 . . . � I - ' � INV.N�TL E%. .. .. \ _ � � ,:o'A .31 s 1 Q � � w_ • --�----- -2�:7t \ \ �W k,, tcw tx.) � � � � � � � .. \ . � � t�� I BOTiOY OG BASIN.PROTECT o-• J� , . , . � � '� l�C. � E%.50 IN PUCE. ' � . ' . � . .\ . , . .\� .�.., \ 32�� ... .. � � . _ � � .. �.. ^ \ " � -:.� PEq RC L; ...� 22 i L�, �' . ' . . . \ \ . � � � � fG 1.0 TD ,j�. . . � �. � DJ.�EX.W�,TO�R�YN.s ' .. � � \\ ' . �\ � \\ ..32� � � ' .. , � . .. .� �� , , .. ' ^_ I ti � o . . .. .., -__F"____ ., '. . I �..: , � * � � . .. � WiCN EX__ �FG 3.5 ... s \ �� ,... . FF 3Y3.1. . .. ..� fF 323.1 ___._._......___ . \ , ` TO FC�125A� fC 321.0 N iVERIFY) : � �s (VERIfV� M�TCH EX..� �TCN E%. ' � � � � � NO OESCRIPTION �ATE CONSTRUCTION KEYNOTES ABBREVIATIONS LEGEND � 1. CONSTRUCT KEVED CONCRETE CURB PER DTL.01/C-003. AC ASPHALTIC CONCRETE TC TOP OF CURB PROPERT'LINE __ o QµOf E SS/ONq� 4. Q'�OS 11♦c^Z AD AREA DRAIN TVP. TVPICAL p ~ 2. REMOVE 3 REPUCE CURB PER OTL.02/C-0Ol. �Ld�� N� y�^i C ADJ. ADJUST UNK. UNKNOWN CURB W W 3. CONFORM TO EXISTING PAVEMENT PER DTL.031C-00]. gpp BACKFIOR PREVENTER WM WATER METER * c* 1. CONSTRUCTCONCRETE SIDEWALK PER DTL.W/C�03. CONCIC CdJCRETE NN WATER VALVE SIDEWALK �� s�� iv�� 5. GROOVE NEW CANCRETE AT TOP OF EXISTING RAMP PER DTL OWG-00]. CO CIEAN WT AC OVERUV-MN.Y �___� 'F OF-�p��40� GONNA. CON��UNTCATION GRIND 6 OVERLAV S 6. PROTECT EXISIING CURB/YYALK/SIGN IN PLACE. � q DROPINLET DRNNAGESWALE r--------� `}' 7. OOW£L INTO EXISTING CONCRE7E PER DTL.07/C-003. E.V. ELECTRIC VEHICLE �--------J PRO.�CT NlMBER Al2D00-04B14 ORAOE BREAK �e � 6. STRIPE STANDARD PARKING STALL PER DTL.06/G003. �� Sn� DESIGI�ED NA DRAWN Mil FF FlNISH FLOOR corlTOUtt �� DATE MARCH 2O14 SCALE AS SFpWN a (''\ �n � /_ //�( B. REMOVE EXISTNG CURB/WALK/WALU BOIURD. FG FlNISH GRADE SPOT ELEVATION c IOD.00 � 1 � 1 qRECT10N/PERCENTAGE OF SIOPE � a ' )�r0� 10. CONSTRUCT2�'DROP INLET PER OTL.10/C-003. �M FlRE r+roruHT ' SHEET NAME r �c. i ;:'�+e.:''a �: -'�ti'�1 yy� � 11. CONSTRUCT 6'fLUSH AREA DRNN PER DTL.09/C-003. � C�METER z t.. - _r.�•Z�°z'.` • �.:.� r �_.'��^V,.,'�.�' �. INV. INVERT CONSTRUCTON KEVNOTE CQ'Q - � :4.�' y f'6�, i � � �. r� � � 12. CONSTRUCTI2'R/VSEDAREADR/UNPERDTL.ILC-003. �8 �,�noN�x 5T«��N ADA IMPROVEMENT W �� /�f(n�s-/ 13. INSTALL ELECTRIC VEFqCLE SIGNAGE 6 STRIPING PER DTL.1LC-003.E.V.CHARGING STATpN � 11NEAR FEET ��N�% . ,U�, , ,, , _ ,.�1��.�. Z. � TO BE DUALIINIT ChU1RGEPdNT CT2017,8V COULOMB TECINOLOGIES. L/$ �qNpSCApE $ .� -��M�ii� t�. INSTALL PLAS7IC%PE BEDOING PER DTL.ONC-0OJ. LT. LIGHT DROP INLET � PLAN t•f: ' a ��j • �-- �°� � N �,%�..... •, .. '.t. i•r � ' ,. ",".p�.R�V� '3��I'�F�„$. ��][. 15. INSTALL INLET PROTEGTION p�jyx P0.5T I pCATOR VALVE AREA�RNN � �/1 J,.f��,��\�%•�r�-��u� F, 16. CONSTRUCTFIOW-THRU CURB DRAIN PER DTL.131C-003. RIM R M ELEVATION SHEET NUMBER i G 17. REMOVE EXIS7ING UTILITV STRUGNRE AND APPURTENANCES. RMN. REMIUN 16. VERIFV ExI5T1NG RAINWATER LEADER LOCATIONS.AND INTERCEPT PIVE AT OR NEAR ! OVER%NG TO BACK pF WpLI(/ECURB.NEW STORM DRAIN PI%NG AND PROVIDE COVER SD STORM DRAIN �O O � 19. tNSTALL CURB RAMP PER DTL.1UC-001. �C� SANITARY SEWER CLEAN OUT ID BOTANICAL NAME COMMON NAME SPACING SIZE TREES ARB MAR Arbutus'Morino' Arbutus�forino AS SHOWN Standard OUE VIR Quercus virginiono Southem Live Oak AS SHOWN 24 36"Boz LAG IND Lo erstroemio indico x fouriei'Notchez' Natchez Crape Myrtle AS SHOWN 48"Box LAG TUS La erstroemio indico x fouriei'Tuscororo'Tuscaroro Crope Myrtle AS SHOWN 36"Box TIL COR T�I�o cordoto LitUe Lea(Linden AS SHOWN 36"Box OEL EUR Oleo europeo'Swon H�II' Fru�lless Ot�ve AS SHOWN 60"Box YUC GLO Yucco glorioso Spanish Dagger AS SHOWN 15 gal ID BOTANICAL NAME COMMON NA�AE SPACING SIZE SHRUBS OEL Oleo euro oeo�Little 011ie� Dworf Olive AS SHOWN 5 Cal. PC Pittos orum crossifolium'Nana' Pittos orum AS SHOWN 5 Gal. PEM Podocar us elon otus'Monmol' Icee Blue Yellow-Wood AS SHOWN 15 Gal RO Rosmorinus officinalis'Tuscan Blue' Tuscon Blue Rosemary AS SHOWN 5 Gal � Lavandulo x�ntermedia'Albo� White Lovonder AS SHOWN 1 Gal RA Rhomnus olatemus Ilolion Buckthom AS SHOWN 5 Gal ID BOiANICAL NAME COMMON NAIAE SPACING SIZE PERENNIALS DT Dionello losmonico Tosman Flax Lily AS SHOWN 1 Gol. SC Solv�o chomaedryo�des Solv�o AS SHOWN 5 Gal ID BOTANICAL NAME COMMON NAME SPACING SIZE ORNAMENTAL GRASSES FR Festuco rubro No Mow Fesque - Sod MC �Avhlenber�o ca�Ilaris 'Wh�te Cloud' White Awn Muhl 24"OC. 1 Gol. ID BOTANICAL NAME COMMON NAME SPACING SIZE GROUNDCOVER ROH Rosmorinus oHicinalis'Huntin ton Cor et�Huntington Corpet Rosemary AS SHOWN 1 Gal ID 80TANICAL NAME COMMON NAME SPACING SIZE VINES fP FiCUS pumilo Fig vine AS SHOWN 1 Gal. APPLE -SPECIFICATION N IRRIGATION 1 1 ' • 2 (4)FOUR BU88LERS PER TREE((2)TWO DEEP R00T tN PIPE AND(2)TWO SURFACE. NOTE IN DECOMPOSED CRANITE,USE AlL(4)FOUR DEEP R00T BUBBLERS. 3. PROVIDE OUICK COUPLERS EVERY 700'ALONG MAINLINE. 4 USE MP ROTATORS,DRIP ANO BUBBLERS ONLY 5. DRIP LINES AT 18"OC. 6. MAINLINES AND LATERALS TO BE SPACED A MINIA�UM Of 12"WIDTH FROM ONE ANOTHER iN TRENCH. 7. SLEEVE UNDER ALL HARDSCAPE SURFACES INCLUDING ASPHALT WITH A MINIMUA�2X PIPE SIZE DIAMETER 8, USE BRASS VALVES. 9. USE WEATHERTRAK CONTROLLER(S)WITH ANTENNA AND RAIN SENSOR PURCHASED AND INSTALLED. 10. WATER SHUT OFF-NOTIFY CUENT IMMEDIATELY AND PROVIDE TEMP IRRIGATION TO IMPACTED LANDSCAPE UNTIL WATER IS RESTORED. 11. MEET WITH CUENT ONSITE PERIODICALLY THROUGHOUi INSTALL AND MAINTENANCE PERIOD UPON REOUEST TO REVIEW IRRIGATION STATUS OF TREES AND PLANTS,PROVIDE IRRIGATION SCHEDULE MFO AND PERFORM PROGRAA�IAING ADJUSTA�ENTS AS REQUESTED BY CLIENT TREES 1. SELECTED/TAGGED BY OWNER,CONTRACCTOR TO PURCHASE.ARRAGE DEUVERY,INSTALL AND WARRANTY. z. PROVIDE SLOPE INSTALL DIAGRAA�WITH BERM ON DOWNSLOPE SIDE OF ROOTBALL AND SPUT DIfFERENCE BETWEEN TOP OF ROOTBALL ELEVATION AND BOTTOM OF ROOTBALL EXCAVATION 3. INSTALL WITH ROOT FLARE EXPOSED SLIGHTLY ABOVE FINAL GRADE OF AND MAINTAIN SUGHTLY EXPOSED THROUGHT IAAINTENANCE PERIOD(I.E NO MULCH OR SOIL TOUCHING TRUNK) 4. STAKE 36"BOX AND BELOW(2-3"DIAMETER LODGEPOLE PINE STAKES WITH RUBBER TIES) 5 6"TREE BERMS ABOVE FINAL GRADE AND AROUND EDGE OF ROOTBALL FOR EACH TREE (INSTA�IED AND MAINTAINED TO CREATE LEVEL GRADE INSIDE BERM AND IMMEDIATELY REPAIR ANY EROSION TO BERM. 6. REMOVE NURSERY STAKES IMMEDIATELY UPON INSTALLATION 7. INSTALL STAKES PARALLEL TO PEDESTRIAN OR VEHICULAR FLOW(STREET TREES),STAKES ADJUSTED EITHER IN FRONT OR BEHIND TREE AS NEEDE�TO COUNTER PREVAILING WINOS BUT KEPT PARALLEL TO FLOW. g TREE PITS TO BE EXCAVATED 2x DIAMETER Of ROOTBALL. g, PROVIDE(5)FIVE FOOT DEEP X(1)ONE FOOT DIAMETER AUGER HOLE MEASURE�FROM BOTTOM OF TREE PIT.FILL WITH DRAINROCK AND COVER W/FILTER FABRIC. 10. INSTALL STAKES JUST OUTSIDE EDGE OF ROOTBALL 11. TREES TO BE INSTALLED UPRIGHT AND IAAWTAINED UPRIGHT THROUGHOUT INSTALL PERIOD �z_ HAND LABOR ONLY AROUND COAST LIVE OAKS TO BE RETAINED FOR ANY IVY REMOVAL OR PAIHWAY INSTALL. 13. CONTRACTOR RESPONSIBLE fOR WATERING TREES UPON DELIVERY�RECEIPT OF TREES AND TO MAINTAIN CONSTANT SOII M101STURE IN ROOTBALLS. MINIMUM AND OPTIMAL SOIL MOISTURE LEVELS TO BE DISCUSSED WITH ADN AGREED TO 8Y CUENT AT START OF TREE INSTALL. 74. ALL TREES PLANTED WITHIN 5'-0"OF CONCRETE PAVING,PAVERS,CURBS OR WALLS SHALL NAVE DEEP ROOT BARRIERS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ROOT BARRIERS TO EXTEND 10'-0"BEYOND TREE TRUNK IN EITHER DIRECTION PLANTS 1. CONTRACTOR TO PROVIDE A MINIMUM Of(48)HOURS NOTICE TO LANDSCAPE ARCHITECT AND CUENT FOR DELNERY OF PLANT MATERIAL. 2. PLANT�AATERIAL TO BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CLIENT PRIOR TO LANDSCAPE LAYOUT NOTES WSTALlAT10N 1 VERIfY LOCATION OF ALL BUILDINGS,WALLS,ROADS AND CURBS AfFECTING LANDSCAPE SCOPE Of WORK WITH 3 NO-MOW FESCUE TO BE MOWED ONCE AT DISCRETION OF CUENT. RELEVANT ARCHITECTURAL AND ENGINEERING DRAWINGS PRIOR TO COIAMENCING SITE WORK. 4. PROVIDE�"FIR BARK MULCH 2. VERIFY LOCATION OF ALL VAULTS,ELECTRICAL DUCT BANKS,MANHOLES,CONDUIT AND PIPING,DRAINAGE STRUCTURES,LIGHTING AND OTHER UTILITIES WITH THE APPROPRIATE ENGMEER'S DRAWINGS. MAINTENANCE DURING INSTALLATION PERIOD 3 WHERE NOT SHOWN ON LANDSCAPE DRAWINGS,SEE CIVIL ENGINER'S DRAWINGS FOR ROADWAY CENTERLINE, STATION POWTS,BENCH MARKS AND BUILDING SETBACKS. 1. APPLY PRE-EMERCENT HERBICIDE TO ALL PLANTS WITHIN ONE WEEK OF INSTALL 4. TAKE ALL DIMENSIONS FROM FACE OF CURB,WALI OR BUILDING OR TO CENTERLINE Of BUILDING COLUMNS OR TREES UNLESS OTHERWISE NOTED. 2, MAINTAIN SITE IN A WEED-FREE CONDITION AND REMOVE LITfER IN LANDSCAPE. 5. ALL DIMENSONS CALLED OUT AS"EOUAL"SHALL BE EOUIDISTANT MEASUREMENTS BETWEEN THE TWO REFERENCE 3 MAINTAIN ACCEPTABLE LEVEL OF SOIL MOISTURE TO TREES AND PLANTS AS DISCUSSED AND POINTS SHOWN. APPROVED BY CLIENT fROM START OF PROJECT 6. ALL ITEMS DESIGNATED AS°SIMILAR"OR"TYPICAL"SHALL BE CONSTRUCTED IN THE MANNER OF THE DETAIL REFERENCED,WITH MINOR ADJUSTA�ENT FOR SPECIFIC CONDITION. 4. NO TREE PRUNING UNLESS AUTHORIZED BY CUENT 7. ALL ANGLES SHALL BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING SHALL BE HELD PARALLEL TU R N OV E R UNLESS OTHERWISE NOTED ON THE DRAWINGS MAINTAIN HORIZONTAL AUGNMENT FOR ALL ADJACENT ELEMENTS 50 REFERENCED ON THE DRAWINGS. 8 WRITTEN DIMENSIONS?AKE PRECEDENCE OVER SCALE APPARENT ON DRAWINGS DO NOT SCALE FROM � �0)DAY MAINTENANCE PERIOD-IANDSCAPE TURNED OVER TO CLIENT IMMEDIATELY AFTER DRAWINGS. SEE ENLARGED PLANS AND SPEGFIC DETAILS FOR ADDITIONAL MFORMATION. LANTING HAS BEEN COMPLETED. 9 INDIVIDUAL NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND GENERIC 2 U+NDSCAPE TO BE TURNED OVER TO CLIENT IN A WEED,LEAf AND UTiER-FREE CONDIiION. DETAILS. 3. COLOR IRRIGATION ZONE A�APS AND AS-BUILTS PROVIDED TO OWNER PRIOR TO TURNOVER lO.ALL WORK PERFORMED WITHIN THE DRIP LWE OF TREES DESIGNATED AS�EXISTING TREES TO REMAIN"SHALL BE HAND LABOR. NO ROOTS OVER ONE INCH IN CALIPER SHALL BE SEVERED WITHOUT REVIEW AND ACCEPTANCE BY LANDSCAPE ARCHITECT OR ARBORIST 11.ALL CONCRETE SU18S,RAMPS,STAIRS OR FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS,FOUNDATIONS OR FOOTINGS USING 8AR5 OF THE SAME SIZE AND SPACING UNLESS NOTED OTHERWISE. SEE JDINTING DETAILS PROVIDE CONTINUOUS EXPANSION JOINT AT ALL DOWELED CONNECTIONS MATERIALS SCHEDULE SYMBOL DESCRIPTION DETAIL PRODUCTS ITEM . FINISH COLOR. SOURCE: C0IAMENTS: PAVING, CURB & RAMP A1 PRECAST CONCRE'E PAVER 6/L5.0 4"X24"X3.15"NARROW AN AN ACKERSTONE MODULAR PAVER A2 4'CONCRETE PAVING 1/L5.0 P.I.P.CONCRETE, � DAVIS COLOR INTEGRAL COLOR PEBBLE jjXXX A3 STABILIZED DECOMPOSED 3/L5.0 1/4"MINUS CAUFORNIA GOLD LYNCSO 1.8�!1.2031510 GRANITE PAVING A4 CURB S.C.D. NATURAL GREY BROOM FINISH/NC S.C.D COMPLY W/Cltt OF CUPERTINO STANDARDS AS EXPANSION JOINT 2/L5.0 A6 PAVING EDGE RESTRAINT 5/L5.0 4 5"x4.5"GEOEDGE MILL FINISH PERMALOC-GEOEDGE A7 LANDSCAPE HEADER SEE MFR.125"x4"CLEANLME MILL FINISH PERMALOC-CLEANUNE DETAILS. A8 4'CONCRETE PAVING 1/L5.0 P.I.P.CONCRETE BROOIA FINISH/NATURAL GR A9 CURB RAMP S.C.D SEE CITY STANDARDS S.C.D S C D A10 SYNTHETIC LAWN N/A SYNBERMUDA-PREMIUM 200 ADA RATED HERITAGE LANDSCAPE STAIR, WALL & MONUMENT 81 NOT USED SITE FURNISHINGS D1 BENCH 1/L5.1 BANCAL-BACKLESS WOOD-STEEL,EMBEDDED LANDSCAPE FORMS ALT:REST-BACKLESS ALUMINUM,EMBEDDED IANDSCAPE FORIAS D2 LITTER RECEPT/ASH URN 5/L5.7 COLLECT COLOR:TBD LANDSCAPE FORMS A�T:AUSTIN SURFACE MOUNTED D3 DINING TABLE N/A OWNER TO PROVI�E D4 CHAIR N/A OWNER TO PROVIDE D5 CHAIR TYPE 2 N/A OWNER TO PROVIDE D6 BIKE RACKS 2/L5.1 ORCA RACK:OR 2-F-SS STAINLESS STEEL CREATIVEPIPE.COM A�T:THUNDERBOLT SURFACE A�OUNT D7 BIKE LOCKERS 4/L5.1 CS 1-C STAINLESS STEEL W/SATIN CREATNEPIPE.COA� ADD-ALTERNATNE FINISH,SURFACE MOUNT LIGHTING E� L LI H SEE MFR SPECTRA SMALL SCALE NATURAL AWA�INUM A�A��- SEE ELECTRICAL DRAWINGS REPLACE�AENT(PED) DETAILS. SP2-DIRECT:STR- FOR LAMPING SPECS. E2 LIGHT BOLLARD SEE MfR HYPR-IASV-FT-H30 METALUC SILVER LSi-INDUSTRIES SEE ELECTRICAL DRAWINGS DETAILS. FOR LAMPING SPECS. DRAINAGE f1 NOT USED S.C.D FOR DRAINAGE PLANS F2 AREA DRAIN S.C.D. NDS,B"SQl1ARE GREEN S.C.D FOR DRAINAGE PLANS �r�- �a��-/ :�,�,�:��-;;�•� :��`-�:�� . , , �:w" 3� ::;�t�,�i ra• __�_..�._:!�-� `i!t�.n�'.t".:,S..,S:�i ti. � ' ,.... � ; .. �� . .�.,.-,R�..��. � � ; ,:��-';� .. f .L�, .1 s.,'�vt?'1i t • br�:..e'2f•. ,(-�.�i r a� q �� Apple Bubb 14 Sitework 10420 BUBB ROAD i k�, KIER 8�WRIGHT CIVIL ENGINEERS 6 SURVEYORS,INC. 3750 SCOTT BOULEVARD,BUILDING 22 SANTA CURA,GLIFORNIA 95051 v�ae.�v.eess F AOB.7275841 i STUDIO FIVE 1 � �. 89 OWe Avenue T:415.524.8517 San Anwlmo,Ca F;415.52<.8518 94980 REVISIONS AND iSSUES ISSUE FOR BD ISSUE FOR PERAfT 40�DESCRIPTpN � DATE �pNDSCAPf SEC�TR�� \ hq ' o- �'± FEN`c'12 ":i3t!!,;�'* v �'�%F�.._,i 0 d �'Cal� PROJECTNUMBER Al2W0-04814 DESIGNED NM DRAWN NM DATE SEPTEMBER 2013 SCALE NA SHEET NAME NOTES 8 MATERIALS SHEET NUMBER L-001 �——— ———————�———————————— I . SHEET 1.1 � LIMIT OF I I I � �� I . �'l��i�`),�'y/.Y� .. ^ ,.L.'::. :7"i��>>�vlUf. - � e��.� �,�r�.w, , � I � � � � r .�.. 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'�-.;�e%�i��v i� 4�c�a�,�'M/��. a .:�.� ' :._. .:._,.��`�� ,.�,r��` � ,: =�- - 4i�l.�.. ..'e+ °.,/":�„�' ✓ �h- ..��.:�.�ri� ,.��`� i�::.1%. C.�i t'�. �...�'- , � -� � �: � Apple Bubb 14 Sitework 10420 BUBB ROAD 'kW KIER�WRIGHT CNIL ENGINEERS 6 SURVEYORS,INC. 1]50 SCOTf BOULEVARD,BUILDING Y1 SIINTA LURA.CALIFORNIA 9505� P 408.777.6885 F 608.7175841 I STUDIO FIVE � ee owe nven,e T:415.52/.8517 Sen AnceNno,CB F;415.Si4,8518 94960 REVISIONS AND ISSUES ISSUE FOR Bq ISSUE FpR PERINT DESCRIPTpN ,nHDS"Apr E;��RD' 4'F� �2�',�`N� �5, �Q- \s ;742 �" �� REN.5i31j:,,;�# s�,, Q , 9j��y,/�P? PROJECTNUMBER A12000-04814 DESIGNED NM DRANRJ NM DATE SEPTEMBER2013 SCALE B"=t'-0" SHEET NAME PLANTING PIAN SHEET NUMBER L-201 HLINE. SEE SHEET L-2.1 �,�.��,�� .�.�� 5 RO � ��.��25�� I � a; \ \� \ � � ^I � ./( �,�� `ry� � D I r2�,c�r�--�9 �~ � �;:��`��E��-�^ ��:�� .�� ' :�.. ..___.�.._..�........1.`f"..._.._._-- , ��i�',,';�`.; i..^:�3:_...-� � � .:� i`� �%�:°'v�'. 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SEE PLAN FOR LOCATIONS ��G EDGE RESTRAINT J SGIE:S'=�'-0" �dqe rnhdnl.d.g N �w �J � �o aw �xj�- wvvi� w NZ �� v��r- LENGTH VAPoES, SEE AWiERIAI SCHEDULE PRECAST CONCRETE PAVER SAND CLASS II AGGRECATE BASE � < 95X COMPACTED SUB-GRAOE OR NATURAI GROUND PREClST CONCRETE PAVER POLYMER$AND JOIN7 SANO SETTING 8ED CIASS II COMPACTED AGGREGATE BASE 95X COMPACTED SUB- CRADE OR NATURAL GROUNO VEHICULAR � PRECAST CONCRETE PAVER — SAND/MORTAR SET o �s•.,�_o- �:,_,,.,�.� Z a, �5 W V C= a� <tD STABILIZED OECOMPOSEO GRANITE PAVING(2)2'LIFTS. �� w V o= CLASS II AGCREGATE BASE a�' 95R REIATIVE COMPACTION ;o PER GEOTECHNICAL REPORT � 95X REU+TNE COMPACiED SUBGRAD[PER GEOTECHNICA� REPORT � STABILIZED DECOMPOSED GRANITE PAVING `� SCAE:S.=�.-0• d9-Oa'�`001 D i�-��-i q .�,r r►��,�':.-�....a ..�u ti�S�z.rR /." ! 1�-�'S'..s�.G,.•��`•� �i'�6�%��tI'�Y"i 3.r :.^e � �`� F�~/� f..i. _. ..�a ..rr�..r......��-a, i � ��:%.i'.-{.:�"'i� �i i'','�.C.: '`'�� _ - � ^ U ��''� ��:�'. p z�. � TOOLED JOINT� CONCRETE PAVING, SEE MATERIAL SCHEDULE FOR CONCRETE FINISHES. �3 REBAR 6 18'O.C.or 6x6xW2.9 WWF,EACH WAY Al MIO DEPTH.HOLD CLEAR 3"FROM EDCE. CIASS n AGCRECATE BASE 95x RELATNE COMPACiION 95X RELATNE COMPACTED SUBGRADE NOTE: 1.SEE SHEET L1.10 FOR SCORE JOINT PATTERN. 2.ALl CONTROL JOINTS SHALL BE 5'-0'O.C.,UNLESS OTHERWISE SHOWN ON PUWS. � CONCRETE PAVING � SGILE:J'=�'-p' cac_pm�-OOt �/8. SAWCUT JOINT-1/8"X 1/4 THE THICKNESS Of$LAB � CONCRETE PAVING e . • a iYPE'A'.$AWCUT JOINT (WHERE OCCURS) 1 CONCRETE PAVING 2-PART POLYURETHANE SEALANT. COLOR TO MATCH ADJACENT CONCRETE. LYETHELENE BACKUP 1/2'X 18'STEEL SLIP DOWEL AT 18"O.C. • ASPHALTIC IMPREGNATED FIBER BOARD TYPE�C�.EXPANSION JOINT (30'O.C.t`WX) ttPE�D".CAULKED EXPANSION'JOINT AT CURB/WALI � JOINTING � �:,,,�•.��_o• i CONCRETE PAV�NG 2-PART POLYURETHANE SFJUANT. COIOR TO MATCH ADJACENT CONCRETE. POLYETHELENE BACKUP ASPHALiIC IMPREGNATED FIBER BOARD �, � � Apple Bubb 14 Sitework 10420 BUBB ROAD �kW: KIER 8�WRIGHT CIVIL ENGINEERS 3 SURVEVORS,INC. 3J50 SCOTT BOULEVARD,BUILOING 22 SANTA CLARA,CALIFORNIA 95054 V�OB.727.8885 F GOB.7175847 � STUDIO FNE i ��r� . 69 Olve AK�e T:415.52a.8517 San AnceNrq.Ca F:475.524.8518 94960 ANDISSUES ISSUE FOR BD ISSUE FOR PERMT DESCRIPTION `cNDSCAF �4,��aRD ry f� �'` �-� , � �� - ,;?7az - REt+.'�;3';:t5 ; * i � '��1��?� `�o?c,��. :TNUMBER A12000-04614 ED NM DRAWN NM SEPTE6ABER2013 SCALE �E DETAI� T NAME LANDSCAPE DETAILS NUMBER L-500 II, ��i�� .:ti�_ .��•.: 511111� �i1111��►1 �� TRASH RECEPTACLE,SEE MATERIAL SCH AND PLANS FpR TYPE AND LOCATION ONCRETE PAVING�j L-5.0 iHICKENEO CONCRETE /3 REBAR O 18"O.C.or 6x6xW2.9 WWF,EACH WAY AT MIO DEPTH.HOLD CLEAR 3"FROM EDGE. 12' }'DIA.CORROSION RESISTANT ANCHOR BOLT,PER MANUFACTURER'S CONCRETE PAD RECOMMENDATION. NOiE: 'PITCH'TRASH RECEPTACLE TO RECEIVE 1W0(2) ANCHOR BOLTS,'PARC WE'TO RECEIVE ONE(1) ANCHOR BOLT. REFER TO MANUFACTURER'S INSTALLATION GUIDE FOR MORE INFO. � � 1'-8' /(4)REBAR,HORIZONTAL, 12"O.C. N(4)REBAR,VERTICAL, 16"O.C. FOAM FILLED INNER VOID REINFURCED CONCRETE WALL. P.I.P.SEE MTRL SCHEDULE L-0.1 FOR COLOR/WD FlNISH AMENDED SOIL MIX CLASS II ACCRECATE BASE 95R RELATIVE COMPACTION 95X RELATIVE COMPAC7ED SUB-GRADE � TRASH RECEPTACLE ANCHOR � WALL TYPE 1: CONCRETE SEAT WALL � SC11E:I'.I'-0� 1qh1-005 `"� SGYE:1'-1'-0' NOTES: 1.INSTAILATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2.DO NOT SCALE DRAWINGS. 3.CONTRACTORS NOTE:FOR PRODUCT AND COMPANY INFORMATION,VISIT: creativepipe.com m �( ` I I a FRONT VIEW NOT TO SCALE %" aiu�vicrr NOT TO SCALE pi�-�I�-�--1� r i f`�A�s j�r,'?-`_"�'A t;"w�Y'�i4 n�rf,;u� �d i Y ''..� '�7� ��F;�r i:.'c!.1� !�J�'`i� -•.�o .�-rr-......�,�.^/ �4'�� : i�.��y.'�/".�� - �1 9.-.. .."l� '..±� �i.. r..��. .-��'�� _1 �;�r��i�i �..�>��,�. ��• t f SEE MANUFACTURER'S INSTALLATION REOUIREMENTS _ T_�— � I � � I � PAVING{ I PAVING � � i � � —— � ttP. PU1N 6� 1�-B" C� n � CONCRETE FOOTING PADS AS REO'D.SEE MANUFACTURER'S INSTALLATION REQUIREMENTS STABILIZED DECOA�POSED e GRANITE PAVINC BENCH.SEE MATERIALS SCHEDULE MIXINTING DOWELS PER MANUFACTURERS SPEC. DECOMPOSED GRANITE PAVINC NEW CONCRETE MOUNTING PAD ExISTING CONCRETE CLASS II AGGREGATE BASE. 95X REUITNE COMPACTION 95R COMPACTION SUBCRADE JGI.�N�'1 � BENCH � SG1E:1'.1'-0' 6erA-OOi � � � BIKE LOCKER � BIKE RACK ANCHOR �+ �:��.�.,�-0� ��f ��.,�-0� 81KE RACK.SEE MATERIAL SCHEDULE FOR FINISHES CONCRETE PAVING e C1A55 II AGGREGATE BASE 95%RELATNE C0IAPACTION CONCRETE f00TINC. /3 REBAR 0 18'O.C.or 6x6zW2.9 WWf,EACH WAY AT MID DEPTH.HOLD CLEAR 3"FROM EDGE. 957G REIATNE COMPACTED SUBGRADE ,-� � y � Apple Bubb 14 Sitework 10420 BUBB ROAD k w KIER�WRIGHT CIVIL ENGINEERS 8 SURVEYORS,INC. 3J50 SCOTT BOULEVARD,BUILOING 22 SANTA CURA,CALIFDRNU 95051 P 000.717.6865 F�08.7YIS841 � STUDIO FIVE i �� : , . G9 OI�T Averwe T:I15.524.85/7 Sa�Ancelrm.C2 F:415.524.8518 94%0 REVISIONS AND ISSUES ISSUE FOR Bq ISSUE FOR PERAfT DESCRIPTION �aaoscAP� 2 C\�*sRC�'Pc r - .e7I2. �,,�� RE:N.5(�31jt�,�* rr. Q i 9�,�__/p�' C��Al!f :TNUMBER A12000-04Bt4 ED NM DRAWN NM SEPTEA�BER 2013 SCALE SEE DETAIL T NAME LANDSCAPE DETAILS NUMBER L-501 GENERAL PLANT NOTES 1. IANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTR4CTORS AS REOUIRED TO ACCOMPUSH OPERATIONS. 2. IANDSCAPE CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL PIANTINC REOUIREMENTS, MATERIA�S IWD EXECUTION,FOR LANDSCAPE ARCHITECT REVIEW AND APPROVALS. 3. SEE PLANTING�ETAILS FOR STAKING METH00,PLANTINC PIT DIMENSIONS ANO BACKFILL REOUiREMENTS. 4. ALL IAWN AREA$SHALL BE SEPARATED FROM CROUNOCOVER ANO SHRUB AREAS WITH HEADER,SEE PLANTINC PtAN AND OETAILS. �, IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILIlY TO FURNISH PIANT MATERIALS FREE OF PESi OR PLAN7 DISEASES. PRE-SELECiED OR'7AGGED'AIATERIAI�1USi BE INSPECTED BY UWDSCAPE CONTRACTOR AND CERTIFIED PEST AND Di5EA5E FREE. iT i5 THE LANDSCAPE CONTRACTOR'S OBLIGATION TO WARRANTY AlL PtANT MATERIAL PER SPECIfICATION. 6. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERGS SHALL BE OBTAINED FROM ON-SITE CONTAIAINANT FREE EXCAVATIONS,WITH ADMENDMENTS SPECIFIED PER SOILS REPORT. SHOULD IMPORT SOIL BE NECESSARY,INOICATE SOURCE LOCAiION. SOIL SHALL BE SANDY LOAM CONiAININC NO TOXIC CHEMICALS OR ELEAIENTS WHICH MAY INHIBIT OR RETARO NORMAL PLANT CROWTH, SOIL TEST RESULTS SHALL BE SUBMITfED TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATNE FOR APPROVAL PRIOR TO SOIL PIACEMEN7. � ALL PLANT�IATERIAL TO BE USED ON THIS PROJECT AIUST MEET THE APPRO'VAL OF THE LANDSCAPE ARCHITECT OR OWNER'$REPRESENTATIVE PRIOR TO AND DURINC PUWTING OPERATIONS. SUBMIT TO THE LANDSCAPE ARCHITECT OR OMMER'S REPRESENTATIVE FOR REVIEW,THE LOCATIONS OF ALL PLANT MATERIAL TO BE USED ON THIS PROJECT AS WELL AS COLORED PHOTOGRAPHS OF REPRESENTATNE TREES. CLEARLY INDICATE ON EACH PHOTOGRAPH THE TREE SPECIES,SIZE,CALIPER,HEIGHT ANO SPREAD. PROVIDE A HUMAN SUBJECT FOR SCALE PURPOSES. iHE LANDSCAPE ARCHITECT OR OwNER'S REPRESENTAiNE MAY ELECT TO VISIT A NURSERY OF HIS/HER CHOICE OR THE LANDSCAPE CONTRACTOR'S, IN-UEU OF APPROVING THE PHOTOGRAPHS,IF HE/SHE FEELS THAT THE PLANT MATERIAL SHOWN IN THE PHOTpCRAPHS MAY NOT MEET HIS/HE APPROVAL. g. THE LANOSCAPE CONTRACTOR WILL VERIFY�HA�ALL iREE R00T BALLS ARE AT LEAST 5'-0°FROM STORM DRAIN UNES. g. ALL PLANT MATERIAL TO BE APPROVEO BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 10. IANOSCAPE CONTRACTOR SHALL NOTIFY LANOSCAPE ARCHITECi OR OWNER'S REPRESENTATNE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 11. PROVIDE AIATCHING SIZES AND FORMS FOR EACH SPECIES FOR TREES INSTALLED IN GRID OR SPACEO EQUALLY IN ROWS AS SHOWN ON DRAWINGS. AUGN TREES ACROSS ROADWAYS, DRNES OR WALKWAYS. AD,lUST SPACING AS NECESSARY,SUBJECT TO REVIEW BY THE LANDSCAPE ARCHITECT. 12. PROVIDE MATCHING SIZES AND FORMS FOR ALL HEOGE PLANTINCS. SPACE EWALLY ON TRIANGULAR OR GRID SPACINC AS CALLEO FOR ON DETAIL. 13. All TREES PUWTED WITHIN 5'-0'OF CONCRETE PAVING,PAVERS,CURBS OR WALLS SHALL HAVE DEEP ROOT BARRIERS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 14. MARK OFF ALL MAIOR SHRUB AND CROUNDCOVER AREAS ON THE GROUND FOR REVIEW 8Y IANOSCAPE ARCHITECT PRIOR TO INSTALLINC MATERIALS. 15. FORM BERMEO WATERINC BASIN AROUND ALL TREES INSTA��ED IN GROUNDCOVER AREAS. FILL BASIN WITH WOOD CHIP MULCH AS SHOWN ON OETAIL AND AS SPECIFIED. DO NOT INSTALL BERM AT TREES IN LAWN,IN PAVED AREAS OR IN TREE GRATES. 76. EQUALLY SPACE VINES WHERE PIANTED IN ROWS AGAINST WALL$OR FENCES. SEE DRAWINGS FOR QUANTIlY AND SPACING. REMOVE ALL VINES FROM NURSERY STAKES AND SPREAO OUT ONTO WALL PRIOR TO ATTACHINC TO SURFACE 17. STAKE OUT LOCATION OF EACH TREE AS SPECIfIED. EACH LOCATION OF ALL TREES SHALL BE ACCEPTED BY LANOSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. 18. EJ(ACT PLACEMENT FOR ALL HEApERS SHALL 8E ACCEPTEO BY lANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION. 19. COORDINATE WITH IRRIGATION AND UGHTING CONSULTANT AS NECESSARY TO ASSURE CORRECT PlACEMENT OF SPRAY HEADS ANO UGHTINC AT TREES IF ANY. Zp,IN ADDITION TO HEADERS SHOWN ON THE ORAWIGS,PROVIOE AN ALLOWANCE OF 5 PERCENT Of THE TOTAL LINEAf2 FOOTAGE OF HEApER TO BE FURNISHED IWD INSTALLEO DURINC THE PROGRESS OF THE WORK AS DIRECTED BY THE LANDSCAPE ARCHITECT. P 2t,PIANT NAMES MAY BE ABBREVIATED ON THE ORAWINCS. SEE PLANT UST FOR KEY AND CLASSIFICATION. 22. ALL MATCHINC INSTALLATIONS OF PALM TREES SHALL BE INSTALLED 50 THAT THEIR TRUNKS ARE PLUMB AND THEIR CROWN BU05 ALICN IN HEIGHT. 23. THE IANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF AI.L UNOERGROUND UTIUTIES AND BRING ANY CONFUCTS WITH PLANT MATERIAL LOCATIONS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEDINC WITH THE WORK.ANY UTIUTIES SHOWN ON LANDSCAPE DRAwINGS ARE FOR REFERENCE AND COORDiNAiiON PURPOSES�NLY. SEE CML DRAWINCS. 24. ALl TREES TO BE INSTALLED IN ACCORDANCE WITH iHE STANDARDS AND SPECIFICATION$ OF THE CITY OF CUPERTINO. 25. THE IANOSCAPE CONTRACTOR IS TO SECURE ALL VINES TO WALLS/COLUMNS/fENCES WITH APPROVED FASTENERS,ALl FOR TWO(2)YEARS CROWTH.SUBMIT SAMPLE OF FASTENER TO LANOSCAPE ARCHITECT FOR REVIEW PRIOR TO ORDERINC. 26.ALL PLANT MATERIAL LOCATIONS SHOWN ARE DIAGRAbIMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELO BY iHE LANOSCAPE ARCHiTECi BEFORE THE MAINTENlWCE PERiOD BECINS. 27. ALL WORK SHALL BE PERFOR�AED BY PERSONS FAMIUAR WITH PLANTINC WORK AND UNDER THE SUPERVISION OF A OUALIFIED PUWTINC FOREMAN. 28. ALL PLANTINC AREAS,EXCLUOING LAwN AREAS,SHALL BE TOP DRESSEO MnTH A 2"LAYER Of FIR FIBER MULCH,A SHREDOED BARK PRODUCT.HOID AIULCH SIX(6)INCHES FROM TRE•TRUNKS WHERE MULCH IS APPUED OVER ROOTBALL OF TREE. PROVItlE SAMPLES PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. 29.GROUND COVER SHALL BE TRUWGUTARLY SPACEO,INCLUDING UNDER SHRUBS AND IN TREE WATERING BASINS. i � NOTES: 1.REMOVE CONTAINER BEFORE PLANTING 2.COMPACT$pIL AROUNO ROOTBALL 3.THOROUCHLY$OAK PLANT WITH A FINE M15T AFTER INSTALLATION. SET ROOT CROWN 1'ABOVE FINISH CRADE 2'MULCH LAYER HANO-SHAPE TOPSOIL OR BACKFILL BASIN AMENDED BACKFILL A11X-SEE SPECS. (3)FERTILiZER TABLETS. TRIANGUTAR SPACED SCARIFY SIDES OF HOLE SCARIFY EXISTINC SOIL UNDISTURBED SUBGRADE WIDTH OF ROOi6ALL ,� SHRUB PLANTING ON NATURAL GRADE v SG1LE:x15 Di-PtANf-O6 NOTES: 1.ALL POSTS SHALL BE 2"DIA.LOOGE POLE ANO SET PLUMB ANO Ai THE SAME HEIGHT ABOVE CRADE. 2.INSTALL(2j STAKES PER TREE,180 DEGREES OPPOSITE,SUf'PORTING WINOWARD SIDE.EXTEND 12"INTO UNaSTURBED SOIL. 3.ATfACH GAIV.STEEL WIRE TO POLE,ENCASE WIRE AROUND iRUNK IN REINFORCED BLACK RUBBER HOSE AT 2/3-1/2 HT.OF TREE 4.INSTALL RGOT BARRIER ApJACENT TO ALL WAIKWAYS ANp WALL CONDITIONS AS REQUIREO. PREPARE TREE CROWN AND TRUNK ACCORDINC TO SPECS 2"Du�100GE POLE. PROV10E 3'-0'DIA.CIRCLE WITH 2"LAYER OF FIR BARK MULCH,iYP. SET CROWN OF R00T BALL 1"ABOVE FINISH GRADE TREE BUBBLER SYSTEM, -SEE IRRIGATION pWCS. ANO/OR NOTES ANO SPECIFICAilONS. ROOT BALL AMENOEO BACK FlLL 9 PLANT PIT,AMEND PER SOILS REPORT UNDISTURBED SOIL SUBGRAOE BELOW dc SIOf.S OF PUNT PIT VERiICAL DRaN: 12"DW.X 5'-0'PERF.PVC PIPE FILLED WITH 3/4"UNIFORM ORAIN ROCK(2 EACH PER TREE 1YF.) FERTIUZER TAi3LETS. � TREE PLANTING DETAIL -36"BOX AND SMALLER `* sc�:Nrs ot-nuirc-oinwc j�I�2'�2�1�-�-/� '''�!�r v',;��``•o C",;!t'` �."��,o��o'..i2�� a� ,✓ "+r �.� p � ►... ..„��_. _...�....6� � , �.. .,.,_ ..,.� �,_, �� - v.�.:�i'e':i !.�`?i.:: ' '` �rt��`1� ti'. 4�R. NOTE: MOUNT THE NURSERY ST�CK ALONG NnTH THE VINE IN THE HOLE TO TRAIN THE VINE TO CLIMB THE wALI. ONCE VINE IS ATTACHED TO WALI, REAIOVE STICK WALI OR TRELUS STRUCTURE. SEE PLlW NURSERY W000 STAKE VINE.SEE PLANTING PLAN FOR SPECIES AND LOCA710N USE DRIP IRRIGATION FOR WATERING VINE AMENDED&4CKFILL MIX UNOtSTURBED SUBGRADE VINE POCKET � wte:i i/a'-r-u' ��.a.9 'A' O m T 'P ' O O O O PUNT LOCA�ION SEE PLANT SPACINC DIAGR/UA FOR AIAXIGU�1 DIAGRAAI FOR USE WHEN PLANTS ARE SPACED TR44NCULAR SPACING'A'. THIS CHART IIS TO EQUIOISTANT FROM EACH OTHER AS IN ALL BE USED TO DETERMINE NUMBER OF CROUND GROUND COVER PLANTINGS ANO MlSSED SHRUB COVER PLANTS REQUIRED IN A GNEN AREA. PLlWTINCS. � PLANT QUANTITY & SPACING DIAGRAM � SU1E:NOT TO SGHf � � � f; Apple Bubb 14 Sitework 10420 BUBB ROAD k W; KIER$WRIGHT CIVIL ENGINEERS 3 SURVEYORS,INC. 3J50 SCOTT BOULEV�RD,BIHLDING 72 SANTA CURA,CALIFORNIA 95D56 P 40B.7Y7.8665 F AOE.7275847 1 STUDIO FIVE i �� .. 69 qve Avenue T:a15.524.8517 San ArueMno.Ce f:415.5�4.BS1B sae5o REVISIONS AND ISSUES ISSUE FOR Bp ISSUE FOR PERIdT DESCRFTION � DATE �p�CS��Aa,- .��yaao�, W�c'� H� s - � [,A2 !c> REN F;31 ii,;�'�} `SlF��C )JECTNUAABER A120tl0-04814 iIGNED NM DRAWN NM E SEPTEMBER 201� SCALE SEE DETA�L IEET NAME PLANTING DETAILS NUMBER L-502 • • or a 1 lona . n o�a 1 on ee 1 e _ _