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DIR-2014-13b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014(408) 777-3308 To: Mayor and City Council Members _ Chairperson and Planning Commissioners l�, � From: Gary Chao,Assistant Director of Community Development �� Prepared by: George Schroeder, Associate Planner Date: October 28, 2014 Subject: Director's Minor Modification, DIR-2014-13, to a previously approved Use Permit (U-2011- 09) and an Architectural and Site application (ASA-2011-10) to allow an additional 137 square feet to an addition and other site and architectural modifications at an existing auto service station, located at 21530 Stevens Creek Boulevard. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. T'he Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar da s. DISCUSSION The applicant, David Elliot, representing the BSP Cupertino Union, LLC, is requesting architectural and site modifications to previously approved enhancements at an existing auto service station at 21530 Stevens Creek Boulevard. Previous City Approvals On May 22, 2012, the Planning Commission approved a Use Permit (U-2011-09) and Architectural and Site Approval(ASA-2011-10) for the following: • Remodel an existing service station, add 527 square feet, and convert the service bays to a convenience market • 24-hour operations, seven days a week,with beer and wine sales ceasing at midnight • Concurrent sale of gasoline and alcohol(beer and wine) within the convenience market The project approval also included a 2,580 square foot office building on the undeveloped east side portion of the lot; however, the applicant no longer proposes to construct the second phase and this entitlement is no longer valid. The undeveloped portion of the lot will be landscaped as part of the proposed modifications. Proposed Modifications The property owner intends to tenant the convenience market with a 7-Eleven store. According to the property owner, the existing 7-Eleven nearby at 21490 McClellan Road would continue to operate. The proposed modifications include the following: DIR-2014-13 21530 Stevens Creek Blvd Page 2 Site • Addition of 137 square feet (for a total addition area of 664 square feet) in order to meet building code requirements for aisle widths • Removal of the office component of the project, and landscaping the area where it was previously proposed • Removal of previously proposed parking spaces along the office component • Removal of two previously proposed parking spaces to accommodate an expanded trash and propane tank enclosure. T'he required parking supply is still being met (10 parking spaces required, 11 proposed). • Increased trash enclosure setback from the southerly property line to accommodate fire code clearance • New screening enclosure for air conditioning units at the rear of the building • Additional trees along the Bubb Road frontage, in the southerly planter, and on the undeveloped portion of the site that is to be landscaped Architectural • Height increase to north and south elevation entry towers by three feet (not to exceed height of primary roof ridge) • Total building height increase of six inches (for a total height of 16 feet, 7 inches) • Extended projection of the roof eaves and decorative embellishments (rafter tails and roof vents) provided throughout the design(as required by the conditions of approval of ASA-2011-10) • Minor changes to window sizes and roof pitches The architectural modifications are consistent with the Monta Vista Design Guidelines. The City's Consulting Architect has also reviewed and supports the proposed modifications. Public Review The previously approved and proposed site and elevation plans were circulated to adjacent property owners for a two-week review period. Staff received comments from a nearby property owner expressing concerns that the project would compound existing traffic conditions, create loitering problems, and lead to consumption of alcohol on adjoining sites. The scope of this approval is for minor modifications to the originally approved architectural and site details. No adverse traffic impacts were identified in the original Use Permit (U-2011-09) for the expansion and conversion of the existing building to a convenience store. The additional 137 square feet requested is not anticipated to create additional traffic impacts since it is only to accommodate the building-code required aisle widths within the store. Loitering and alcohol consumption were also addressed as part of the original Use Permit. Prior to final occupancy, the applicant is required to submit a detailed security plan to City staff and the Sheriff's DIR-2014-13 21530 Stevens Creek Blvd Page 3 Office for review and approval in order to ensure security concerns (including loitering or alcohol consumption on nearby sites) are addressed. The applicant is also required to obtain the Department of Alcoholic Beverage Control (ABC) approval prior to sales of alcoholic beverages. Alcohol sales are required by the Use Permit to cease at midnight, and on-site consumption is not permitted. The Use Permit is subject to review and possible revocation if any security issues persist. ACTION The Director of Community Development deems the modification minor and approves the project with the following conditions of approval: 1. APPROVED EXHIBITS Approval is based on e�ibits titled: "7-Eleven, 21530 Stevens Creek Blvd., Cupertino, CA 95014," prepared by David J. Elliot & Associates, received October 2, 2014, and consisting of 20 sheets labeled A0.1, A1.1, A1.1A, A1.2, A1.2-A, A1.4, A2.0, A2.1, A2.1A, A3.2, A3.3, A3.4, A3.5, A3.6, E1.2, LI-1, LI-2, LI-3, LP-1, and LP-2, except as may be amended by the conditions contained in this resolution. 2. PREVIOUS CONDITIONS OF APPROVAL The following previous conditions of approval for the project pertaining to use and architectural/site details shall remain in effect: U-2011-09 • All conditions, except that the approval for the 2,580 square foot office building is no longer valid ASA-2011-10 • All conditions, except that the approved architectural and site details shall be superseded by this approval, and that the approval for the 2,580 square foot office building is no longer valid DIR-2008-12 • All conditions, provided the Phase II vapor recovery system will be u1 operation U-1988-23 • All conditions, except that the convenience market approved under U-2011-10 has superseded the permitted uses onsite U-1968-08 • All conditions, except that the convenience market approved under U-2011-10 has superseded the permitted uses onsite 3. LANDSCAPE PROTECT SUBMITTAL Prior to issuance of buildin�permits, the applicant shall submit a full landscape project submittal per section 14.15.040 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. DIR-2014-13 21530 Stevens Creek Blvd Page 4 4. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed and �rior to final occu�anc�. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 5. LANDSCAPE AND IRRIGATION MAINTENANCE 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�rior to issuance of final occu�anc�, or any time before the landscape installation report is submitted�rior to issuance of buildin��ermits. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustment and repair of the irrigation system; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding; pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size- adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 6. 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. 7. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. DIR-2014-13 21530 Stevens Creek Blvd Page 5 8. NOTICE OF FEES,DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020,you will be legally barred from later challenging such exactions. This approval of the modification is effective October 28, 2014. The fourteen calendar day appeal period will expire on November 11, 2014. CC: William Feulner,BSP Cupertino Union LLC, 21530 Stevens Creek Blvd, Cupertino, CA 95014 Bob Lessing, 10061 Bubb Road, Suite 100, Cupertino, CA 95014 Enclosure: Plan set G:\Planning\PDREPORT\DIRreports\2014\DIR-2014-13.doc Abbreviations ACOUS. Acarticd MAX. ymdmurn A.O. Ano Dratn M.C. Wdfcin�CcNr�t ADJ. Adj�wtoble MECH. Msdwnied AptR. Aqqnqob MEMB. YNnprv�s Ahr�rx�m MET. UeEal APPROX. AppmxN�aG MFR. Namfocturr ARCH. Ar�lineehral M.H. Alanlwb ASB. Mbsto� MIN. ►6nirtiun ASPH. Mplqk MIR. Mirror MISC. I�NeaNan�oue 9oo►d M.o. Ma�o�r�v�ns BITUM. 814rnhioiw MTD. Yoird�d ��• �g MUL Uufoo BLK. Bloek BIKG Blockirg N. Norlh BM. Bsam N.I.C. Not in Confrai.t BOT. Boitom N0.or/ Nimb�r NOM. trornYwl ��,g, �� N.T.S. Not To ScaN Catdli Boan CEM. Cement O.A. OveraM (:ER. Ceromic OBS. Ob�ar� cwc�, o.c. a,c«�x CLG. Ca�ng O.D. Outade dartietw(Din.) qJ(G. CtiaYg OFF. ONbe CLO. Clo�et OPNG. OpMing CLR. CNar OPP. Oppoe�e Col.. Colxnn CONC. Conents PRCST. Pn-aot CONN. Carrrction PL Plate CONSTR. Camtrucdon P.LAM. Pladk l.aminate CONT. CanEkwo� Pl.AS. Plwter catR. corrwor �• �� CTSK. Countsnunk q��. �� PT. Pakd CTR. Cwitx P.T.D. Popx To�el Di�pen�x PTO/R combiatia�Paper to.el DBL DabN ��R�P� DEPT. Depa►tment Q.T. Quarry 1He D.F. 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Facs of Finhh 7p2, F.O.S. Faa of SUde T.dc G. Tvroao FPRF. Firoproof THK. Tague and Groovs F.S. FuN Slu T.P. llddt Foot oF Feet T.P.D. Top of Pavaaisnt FTG. FaoNe9 T.V. T�N�A�fon FURR. Furrin9 T.W. Top OF IMaN FUT. Futus TYP. Typlcal UNF. UnflnMbd CAI.V. Gahranized U.O.N. tkiee�OtFieni�e Noted G.B. C,�ab Bar UR. Urtral �„ v�r. v«� GND. Grourd VEST. Vatlble c�aee GYP. (�pwm W Wsst H.B. lbes Blbb W� � H.C. Hollor Coro W.C. � HDWD. Hard�ood M�p• w°°d HowE. �o� w/o wia�,t H.M. ►lollor Nefd WP. � HORIZ. Horizo�tal WSCT. Flour MR• � HGT. FNiqM ac � Maias otamstx INSUL Nwbtkn O At INT. hterior CL Cadx L�s � � JAN. Janitor 1 Perpaidicdar � �E) �9 KIT. Kitehen ue. �e«�c«y uM. Laminot. �R� ��CFIV�� 0 C T 0 2 201� BY Material Indications � Earth : Planter Backfill � EaI'�h : Natural/Engineered Fill _ = �� \�; Eal'th : Compacted Backfill �� Capillary Break/Drain Rock 0 Sand/Mortar/Plaster �. �=_,_� ConC�ete : Cast-in-Place/Precast ►' � . . 0, � � i.� . ��i � • � • � . . sse, � �� ssi i� � � �� . � � Glass/Glazing � Ceramic Tile i-� Terrozzo Asphaltic Concrete '�� Metal C�� Marble/Stone �� - Large Scale 'r Small Scale I. �:-� Stone Veneer ,�� Wood, Fnish � � Wood, Framing a � Wood, Framing � Plywood � Acoustic Tile/Board o Gypsum Board � Insulation, Batt Insulation, Rigid (Omit Indication in Thin Material) (Profile Only) (Profile Only) (Omit Indication in Thin Material) (Continuous) (Blocking, Interrupted) (Omit Indication at Small Scale) (Omit Indication at Small Scale) ��/` r�/�T � _ y., �.; �..p. ,.. i - , . �...T-. , � ,- � . 1 .,`�_ ^ ��i I A,;srC a'.r� . .__. � 1.0 :a?�...1 . . . �. . . � .. . .-, :w.,`...�.+�.�. -� � � c , . ��°�i�. �IR ',iy `+-p !, F...+' h,. I I i ' 20 16 � 12 � 8 4 i i 19 15 i 11 7 3 � 18 14 10 � 6 2 ---- --- --�--- - i 17 13 � 9 � 5 1 DE?AILS, PLANS, BUILDING SECTIONS, WALL SECTIONS, ETC. ARE REFERENCED BY NUMBERS ACCORDING TO THEIR LOCATION ON THE SHEET AS INDICATED ABOVE. Detail Numbering Sequence �3 Symbols 80 0______ Existing Spot Elevation f-- 80.0__ New Spot Elevation ------Existing Contours Existing Contours New Contours 80.0 T.W. 80.o Top of Wall Elevation ?C. eo.o_ Top of Curb Elevation - - - Property Line � PLAN NORTH Plan North � - Building Section Reference � • Sheet Number Where Drown Q � = Detail Number Detail Reference ' Detail Number At.t Sheet Number Where Drawn � ---- Detail Plan Reference t A� � �Section Number 1 At.1 �-Sheet Number Where Drawn Wall Section Reference �- -- Wall Section Reference Match Line -�See Sheet A1.1 For Continuation Shaded Side Shown This Sheet i A100 A Revision Reference �--��--- Note Reference Revision Reference � ITE True North Vicinity Map(N.T.S.) 9 General Notes � �. suww�r oF n�wowc: n�wo��a�t or aW�.�ce�. «1uiPment.tools.tror�epo�tation.eervioe�.and operotlons nece�ary to furnhh and �ON�MOfk INIdlf�lpOfOtA SU�COfIt�OCtl��U�11g GI�OUIf�Ory 011d�IC�dllltd NOrk 011d�IIOEl��Ola 11lClSfGfy t0 CORIp6't!C0111Q0�!�0�0b1!NIOfONOL011S OS ahown on the Drawbge and Out�ne Spsc3Rc�or�s.The Suboontroctor ahall 000perots with fhs Onner�superintenderd in aq aepects.indudin9�Y aPPr�s• 2. COORDMdAT10N: Bsforo eubrr�itting ths proposol for ths Mlork ths c�ontroctor alaN vieit ths site«ia beooms rat�Aior witl,ol�ab rrork w�l,oa,er rola6ed dmwkgs and apedficadone,and pla�hie rrork to pnovids the best poes�ble oeeernby oi combined wak of aN tradee. No addtional coet rn71 bs considersd for •O�f,rAIICh IlOa to be�eIOCGfOd dUe t0 COr1f�IC�M�h OtFIlf�OdOt. 3. DRAYMNGS: Ths Orowin�p are scf�erticdc.dhne�ior�s given on the plans tdae prscedence a�er acaled dimensions.and aN dNnsr�eiona ahdl be ve�ified in the field. Ths enoCt location of apporotue equiprnent s1aN bs as�x�tdned from ths Owr��a wpe�intendent in the Reld. The f�rtier reeenroe to moke mkar changes in the location of aq equiprt�ent�P to the time of inetaNation without ad�itia�al coet. 4. ERRORS AI�OI�SIONS: Ths aubcontroctor ahoN not tolce advantage of arqr uninte�ional error ar omission in the Drorri�gs or OutRne Speaficatior�s. He wiN be sxpected to fixr�iah aA nscxseary ftems of materiab.labor etc.�which oro IIOD�0�1 tiD RW�0 CORIpl��t0�M tiU!Ifl�Oflt 0114 RIOOfllflg 0��Ml� Spedfioatio�. Shauld tt�ere be aqr discrepancies on the Drowinga ar ttbse Spedflcatlons ths Subcontroctor shdl caN ths attentlon of ths Supxintendent the eane.a�d ahoq roceirs the cornplsts inatnictiona in rrriting bsfaro praxe6rg with that pation of ths rork. F�ws M do so shaN place the e�ire reapw�iy of oorrsctiny the work or added s�ense iF a queedon ie mised aRer the�d Award or conhoct on the Subcontractor. 5. LNMS.PFlt�MiS.FFES AWD NOTICES: The S�ontr�actor sh�l�e notioes Ofld COI►I�jl MI�1�OMd,Or'�110110lE.fllb8,IO9U�Ot1011!G�Id Ofdlfs O�f jN1bGC authoritlee beoring cn the performance of�rork. Ths Owr�ahdl secu►e wid pay for dl feea,�Censes�d'mspsctione neoe�r for prope�execution and completlon of tha a�Cartractor'a work. 6. FIRE D�: �staN one 2-A:10-B:C firo�avery 50'/75'ot travd or every 3.000 sf. Fue�iaher locatiora aro indicated on the Floor Plan.Sheet A2.1. 7. EXIT ILLUMWAiION: Exit paMs ahaN bs�pxni�ated anytime the bu�dinq is ocapisd wffh a Rc,�t hwing an ir�tanmty of not le�a than ons toot candb at floor kvel. Power shap nartally be by the p►eai�a w�9 rrrth batterY bac�ap. E�cit qhxrdnallon is in�oated on ths Rsflected Cei�ng and Ughting Pla�.aheet AB.1. 8. OQf SIGNS: Exit si�e�F�aN bs intemdy or eutamaly�luminated and provided w�h botEery badwp. Fxit agns shall be posted above each roqu�ed ex� doorrray and rhersver othenrise required to cleariy ir�iCate the�recdon of egress. 9. P�5 IDEI�t�FICAiION: Apprvved nur�bera or addro�es alwq be vi�aid bg�le frvm ��ro�od fro�ing p�rope�ty. �Addre��'�ro ahaN be a mwiarnmn of sa(8)inches in heighk Building Codes:All work under these contracts shall confortn to the 2010 Califomia Building Code(CBC),the 2010 Califomia Mechanical Code (CMC),the 2010 Cal'rfomia Plumbing Code(CPC),the 2010 Cal'rfomia Electric Code(CEC),the 2010 Cal'rfomia Fire Code(CFC), 2012 Intemational Building Code(IBC),the 2010 Califomia Energy Code and all other local codes and ordinances. Consultants f C f01 SOIIS Alex Ott, Consulting Engineer AI G. masso 603 Palm Avenue Summit Engineering Seaside, CA 93955 5855 Castle Drive PH: 831.394.5936 Oakland, CA 94611 FX: 831.394.5287 PH: 510.531.6655 f X: 510.482.5848 IVI� Ekundayo Sownmi, P.E. I c ri al Ackland International, Inc. Mills Miracle 333 Hegenberger Road, Suite 304 Miracles Unlimited, Inc. Oakland, CA 94621 P.O.Box 1808 PH: 510.633.1797 Aptos, CA 95001 FX: 510.633.2431 PH: 688.8013 Notes. 0 1. Approval of these plans dces not release the Owner and/or Controcta of the respons�ility for the corrections ot mistakes,ercors,or omissions contained therein.If during the couree of construction improvements,public interest requires a modification of/or a departure from the City of Cupertino specification a these improvement plans,the City Engineer shall have the authority to require such modification or departure and to specify the manner in which the same is to be completed,at the sole expense of the owner and/or Contractw. 2. Co�tact Public Works,(408)777-3104,for inspection of grading,storm drainage,and public improvemeni. 3. All public improvements musi be competed prior to occupancy. 4. Controctor is responsible for dust control and eosuring the area ad'pcent to the worlc is left in a dea�condition. 5. Contracta shdl view City Detail 6-4 on tree protection prior to accomplishing ony work a removing any trees. 6. Utlize Best Management Proctices(BMP's)as requrced by the State Water Resources Control Board,fa ANY activity,which disturbs the so�l. 7. A work schedule of grading and Erosion k Sediment Contrd Plan shall be provided to the City Engineer by August 15.No hillside groding shall be performed between October 1 to nP�a�s. 8. All new electrical service(power,phone,and/or coble)shall be undergrounded. 9. To initiate release of bonds,contact the Public Works Inspector for Final Inspection. 10. AIl downspouts to be released to the ground surface,directed away from building foundotions and directed to landscaped areas. 11. Prior to beginning any work wfthin the Public Right of Way,the Co�tractor will be responsble for pulling an encroachment permit from the Public Works Deportment. � Project Data PROJECT: 7-ELEVEN APN:357-24�027 21530 STEVENS CREEK BLVD., CUPERTINO,CA 95014 OWNER: 21530 STEVEN CREEK BLVD., CUPERTINO,CA 95014 Scope of Work Scope of Worfc: �Convert existing garage bays to a comenience store. Add 664 s.f.of building to the existing 1,615 s.f.garage bay. A total of 2,279 s.f.new convenience store building. ❑ New site trash endosure. � Landscaping and lightlng improvements. ❑Sfte parking Improvement ❑New signage is provided on the building as well as the existing monument sign.(Signage under separate permit) ❑Deferred Approvals:Trusses,Sprinkles,Fire Alartns,Walk-In box, Light Pole Calculation,and HVAC lots support 6 structural calculation. AREA CALCULATIONS(PHASE t AND PHASE 2) EXISTING LOT AREA = 33,691 SF EXISTING BLDG'A'AREA = 1,615 SF NEW ADDITION AREA = 664 SF TOTAL NEW BLDG'A'AREA = 2,279 SF N�0'D4i1 ' - ._-7 v�0"C tV1 �f•�� BU B TO = T78 SF LI�NOSCAPE AREA = 4,331 SF IMPERVIOUS SURFACE = 24,582 SF PARKING CALCULATIONS EXISTING: NEW: PHASE 1 8 PHASE 2 STANDARD 9'x19' 14 STANDARD�,�,��. 6 PUMP 12 A.C. 8'-65c19' 5 TOTAL 26 PUMP ��"`L 12 NEW PARKING TOTAL �`2� MIN.H.C.PARKING REQ'D.=2 CODE ASSESSMENTS(PHASE 1 -CONVENIENCE STOREj � SPACE AREA OCCUP OCCUP./SF OCCUPANT SALES AREA 1,361 M 1130 45.36 BACI9200M 167 B 11200 .83 MISC. 460 - 0 0 TOTAL N0.OF OCCUPANCY = 46 OCCUPANCY GROUPS: M N0.OF OCCUPANCY: 46 TYPE OF CONSTRUCTION: - STORIES: 1 FIRE SPRINKLER NO Sheet Index �� No. Description A0.1 Project Data, Scope of Work,Sheet Index, General Notes, Symbols, �luterial Indication ,Abbreviations,Ycinity Yap C0.0 Ycin'�ty, Location Map and General Notes C1.0 Civil Site Plan C2.0 Site Demolition Plan C3.0 Grading Plan C4.0 Drainage and Utility Plan C5.0 Miscellaneous Details A1.1 Proposed Site Plan A1.lA Existing Site Plan At.2 Handicap Compliance, Handicap Parking Details A1.2-A Handicap Ramp Details A1.4 Trosh Enclosure Plan and Details A2.0 Existing Floor Plan/ Demolition Plan, Existing Exterior Elevations A2.1 New Floor Plan, Room Finish Schedule A2.1A Door dc�ndow Types �A2.2 Equipment Floor Plan A2.3 Equipment Floor Plan A3.2 New Exterior Elevations(Building 'A') A3.3 Roof Plan A3.4 8uilding Sections A3.5 Wall Sections A3.6 Wall Sections A4.1 Men Restroom, H.C.Toilet Standard A4.2 Women Restroom A6.1 Reflected Ceiling Plan, Details, and Legend Et.1 Site Electrical Power Plan E1.2 Site Photometric Plan E2.1 Electrical Power Plan E2.2 Electrical Lighting Plan E3.1 Electrical Plan dc Details E3.2 One Line Ponel Schedules E5.1 Electrical Specifications E5.2 Electrical Specifications E5.3 Electrical Specifications E5.4 Title 24 E5.5 Title 24 L1.1 Landscape Plan MP2.1 Mechanical/Plumbing Plan, Details, and Schedule P2.1 Plumbing Plan S2.1 Foundation Plan S2.2 Roof Framing Plan S2.2A Details S2.3 Structural Notes Planning Archltecture Interiors 17800 Cunha Lane Salinas,CA 93907 Tel. 831/663-1418 Fex 831/663-6385 davld@dJelllott.net David J. Elliott & Associates � � L5 L��/�� J� 7-ELEVEN 21530 Stevens Creek B Cupertino,CA 95014 Use of these plans and specifications is restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is prohibited. Title to plans and speci'i- cations remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance of these restrictions. PiANNING 0 REQUIREMENTS 0 CORRECTIONS � BUILDING MODIFICATICNS 0 BUILDING MODIFICATIONS � MOD ICATIONS � O�DDICATIONS � PLANNING CHGS LZS� PLAN CHK �9 P�N CHK � PLAN CHGS PLAN MOD!FICATION � PLAN CHGS PIAN MODiFICATION � PLAN MOD FICATION � PLAN CHGS PLAN MODIFICATION � OWNER MODIFICATION � OWNER MODIFICATION � OWNER MODIFICATION � OWNER MODIFICATION /� OWNER L� MODIFICATION � OWNER MODIFICATION � OWNER ------ MOD�FiCATION _ � PiAN CHGS PLAN MODIFICATION CITY COMMENTS Issue�ate Drawn By Project Number oa/zs/,� oi/z�/�z na/�s/ip 07/C3/t2 o�i,zi,z a�/i�/t2 os/ia/�2 09/28/12 03/19/13 04/25/13 05/O1/13 O6/13/13 o�/oe/�3 _ 07 li�_13 OS-15_13 OS-28-13 09-20-13-- �o-o�-t3 10_17_13- 01-24-14 01-29-14 10-01-14 06-15-11 DJE 1021 Sheet Title Project Data,Scope of Work, Sheet Index,General Notes, Symbols,Materlal Indfcatlom Abbreviations,Vicinity Map Sheet Number A0.� � __ . -- -. � � � ( � i i � i i I � � � � I � �I -- - -- -�------ -- ----- � —-- ---- -- —---- I <E> DRIVEWAY • � _ i 98c00 N 89 '35" 177.48' ___ _ �_<E> PLANTER J � R=50.00' - � i o � r� ! ' _ 10' � ER VI C�M T A=90 00 00 ^ I I � <E> PLANTE�/ ` �3� j, � L=78.54 / � �� 14 L � / �o � � � ,� � o � � � � � <E> CANOPY , ` a ( 21'-6"X47'-0„ � � I � ° 71� 1 � / — \ i �� , ' ��\ � � � � �� s � /��,� . � ! �� \ � � °" s � � , � � � <�> ur�o"R��'.ou� �� '� � � �EL STORAGE�QNKS�� \ � � ` (E) CONCR�/ �� I� a � \ �/� ` �/��C eP�� `` O � W I ��, �. �� , o � � � I "� � A?.2-A / ��; � v � �� , ,�P�iASE-1) I <E> CAN Y ' �21'-6°X47'- " � / BLDG.'A' � '1 1 ! �` ` '/� <E> SERVtC615 TSFION BLDG. � 1� � <N> A ITION � '� , / 664 1 p 1 / / `` TOTAL = ?,2 9 SF � , �� 20 , � 21 � ` �!�(N) GAS METER � � � LOCATION � 1 ° 22� 5 � \ `�� 3 � / `� � / � \ � � 6� ` �P�N eP�� \ \ / �� — _ � `` <E> DRNEWAY � � � �- W � �f� � � PLANTER ,lfic � ,/,,/—' .� �— _ , //�� . / �/, O ��• � � •� � • � �� I� � � �III IIIb � • 9• • �♦ � ;. , ..�.. ,L � �.�� ..;: '' �, . ��Q-'iI� �`' _. �� 1 \ � - � � / GPS ` �� \ �� \ '/ G P,S ` /// �,� A,.2 s '� S � � �o G P v �� \ \ `� �� 6 � � �� / g'° 6 � ,� G� \ � s� �� O �` � Q, 9' � R=198.00' �'6 �' ° 5 ' ` �\ 9, �� ,\ 'o � 4 ` , oI �� A=46°01'19►► � �'�� g,o ,o � L=159.04' 3 � �� g 2 `� � 9�� . , \ \ 1 0: �' \ O � �1�.��j� -��a �� <E>� � � C ' . - .�J- ;'`` �'1' & WATER C� 9 � / �,? , ', .',y,� ,t"��i`s s��a.s'�:�`u,t"s� \\ O � � .. ��..._ �:.� .��. �� \ �� '' .. . '_:• .:. ^�� _, 5 ,5.`F. ,. _ � / / � � .� � .:�.r�= ;�.. . - �::=��f. DIR. �\ � •� ' \ �,\ � � True North / /\` �/ 3 � �` �^ . � ;�` ,./ <« �'�' � �;��.��„� r.�� '� ` 11� 0 � LEGEND —————Path of Travel � � �` �` __ 0 - -�- - PHASE-2 IS ELIMINATED. Planning Architecture Interiors 17800 Cunha Lane Salinea,CA 93907 Tel. 831/663-1418 Fax 831/663-6385 davld@dJelllott.net David J. Eiliott & Associates � — �� a��c�, I�� 7-ELEVEN 00 21530 Stevens Creek Blvc o Cupertino,CA 95014 e�- � Use of these plans and specifications is � restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method �n whole or�n part is. N prohibited. T�tle to plans and speci'i- cations remain with the architect, and N visual contact with them constitutes prima facie evidence of the acceptance O of these restrictions. � Revisions Z No. Descri tion Date PLANNING ' 87,_�„ 0 REQUIREMENTS oa/29/>> ' � PIANNING o�/v/�z CORRECTIONS � BUILDING �0'-�4"�QN�RFTF PA,(1 ,%r� L-?\ MO�IF�CATIQNC O6/15/12 �✓ ✓ BUILDING Q 0 MODIF!CATIONS o�/o3/�z �� D a 0 MOIDDICATIONS 07/�2/t2 ' � 0BUILDING MODIFICATIONS o�/»/1z o � sirE MODIFICATIONS ��/1e/1z <N> TRASH L, FLANNING CHGS_ o9/ta/�2 .,0 ENCLOSURE PLAN CHK � S!TE REVISION o9�z8��2 FLOOR DRAIN � PIAN CHK SITE RE�!ISION 03/19/13 ' / �� PLAN M D FICATION oa/2s/�3 �o. ---- -- S V10E PLAN CHGS DELI�RY /� A1.4 � PLAN MODIFICATION_ os/�2/�3 6,, ` � � � OWNER o} TRASH ENC�OSURE MODIFICATION _ o�__�a-�3 / °' TO BE REMOVED /� OWNER -- l� MODIFICATION �8-15-13 o� '� � OWNER --- �: �a MODIFICATION _ os-2o-�3 � . � OWNER MODIFICATION _____ �o-o�-i3 Notes 0 �� MOD F CATION 10-1-13 OWNER--- ------- 1. DETECTAB�E WARNING SURFACE � MODIFICATION oi-za-�4 2. R99C SIGN/ VAN ACCESSIBLE SIGN- REFER TO PLAN CHGS SH?. 1/Ai.2 � P�+N MODIFICAT!ON_ 01-29-�a_ 3. UNAUTHORIZEC °ARKING SIGN � 7*?1 PIER REVIEW o3-o3-�a 4. BOLLARD — — 5. NEW GAS, WATER AND SEWFR LINE, VERIFY POINT � FLAN & LANDSCAP� 0�-o3-ia OF CONNECTION OUTSIDE THE BUILDING _ P�N CHGS _ _ _ 6. UTILIT`! FENCE � CITY COMMENTS �o-ot-�a 8. 4" WHITt PAINT STRIPFS TYP. � PARKING STALLS Issue Date 06�15-11 9. CURB AT PARKWG STALLS, NO PAINT. 10. CURB TO BE PAINTED RED WITH 4" TALL LE?TER FOR NO PARKING LANE PAINT WH!TE AT EVERY 30 FT. � DraWn By DJE INTERVAL. 11. PATCH ALL ASPHALT AREAS. Pro�ect Number 1021 ADD NEW S�URRY SEAL OVER ALL ASPHA�? AREAS. Sheet Title General Notes�, Proposed Site Plan NO WORK IS PROPOSED FOR MODIFICATIONS TO THE PHASE-1 GASOLINE FUEL-DISPENSING FACILITIES. � Phase 1 Proposed Site Plan 1"-10'-0" 1 5hee' "�mbe, A1.1 --- — -T— — — � �I I I i i �I I I R=50.00' A=90°00'OC L=78.54' I � � � I � � � � I I ' O ' � ' � 1 \ ,\ \ � � �\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ D!r2�/ �/� �, • . ', . • . ..., ^,r . , '' s r.. ; . �� . _1.�.- � ..�1. -_ .� ,...�. , ., . ., �.. � .��I ,,� ,; .,�; ::. �y r �..J „riidi�.�:,Ni !. E Li�.�. � True North r�anrnng Architecture interiors 17800 Cunha Lane Sallnaa,CA 93907 Tel. 831/663-1418 Fex 831/683-6385 davld(�dJalllott.net David J. Elliott & Assoc i ates � i—�� a�d�C� � 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans and specifications�s restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is, prohibited. Ttle to plans and specifi-- cations remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance of these restrictions. � PLANNING oa/2s/�i REQU�REMENTS � CORREICTIONS o�/27/t2 0 BUILDING os/�s/i2 MODIFICATIONS -- -- -_ __ 0 BUILDING MODIFICATIONS o�/o3/iz � MO�D ICATIONS o�/t2/12 � MODI�FIICATIONS a�/»/1z � PLAN CHK 09�28��2 PUBLIC EASEMENT Issue Date 06`�75�71 o�aWn ey DJE Project Number 1021 Sheet Title Existing Site Plan 8 Existing Site Plan 1"-10'-0" I 1 I Shee' "�mb�' A1.1 A �'-�__ �— A. VERTICAL WITHOUT EDGE TREATMENT r�. a 2 � 1( �' —� B.IN BEfWEEN 1/4"AND 1/Z" a,� BEVELED WI?N SLOPE NOT GREATER ?HAN 12 � C.CHANGE IN LEVEL GREATER iNAN i/2" SHALL BE ACCOMPANiED WITH RAMP. CHANGE IN LEVEL 20 12" . � ' STOPPING ' FIRE LANE C.V.0 22500.1 R26F-No Stopping Fire Lane Signs 19 _ _ _ ' Oo OO �O Oo i 1.80APPROX. � � 0 � 0 O � � �u 0 � 0 O O U � �� —;� 45' AT TOP .s' TYPICAL PLAN AT BASE ��_ —TAPERED EDGES N WHERE EXPOSED TYPICAL SECTION"A" 0 Truncated Domes � 18 TABLE A TOTAL NUMBER OF MINIMUM NUMBER OF DISA�LED PARKING SPACES OR STAL�S ACCESSIBLE PARKING SPACES OR STALLS 1-25 1 ---- �' 26-50 2 --------------- ------------------------ — � 51-75 3 � 76-100 4 � i0�-150 5 _ ' 151-200 6 201-300 7 301-400 8 _ I 401-500 ---- --- -----9 501-1000 2 PERCENT OF TOTAL ; -- ' GREATER THAN 1001 20 PLUS i FOR EACH 100 OR � FRACTION?HEREOF OVER ?001 OFF-STREET PARKING 36" � � WHITE i B�UE BACKGROUND � M WHI?E GRAPHICS � S6"SQUARE HANDICAP EMBLEM PAINTED ONTO A.C. PAVING AT REAR � OF PARKING STALL, —� PER A.D.A.STANDARDS BL'uE BACKGRGu�D PARKING FOR ACCESSIBLE PARKING SPACE OR S7ALl Pavement Detail 16 X a � � X a � � ; VAN ACCESSIBLE � —� STATE STANDARD R99A SIGN WHITE ON BLUE 12"X 8" State Std.R99A Sign �15 1:2 MAX.SLOPE (50�) DOOR JAMB BEYOND TEMPERED GLASS 10"DOOR SIL� SMOOTH FINISH - THRESHOLD —1/2"EXPANSION JOINT Threshold Detail I 14 3/4" � n nIr-�I�-�_ � �_ SECTION A-A Parking Chart � 17 � Ramp Detail �13 � PERMANENT DECAL SIGN,MIN.4"x 6", TO BE POSTED ON DOOR AT BUILDING ENTRANCE-SEE DOOR SCHEDU�E. Building Entrance �12 � PARKING , ONLY ' MINIMUM FINE $250 STATE STANDARDS R99C SIGN WNITE ON BLUE '2"X 24" State Std.R99C Sign �11 � D ) � � � 0 � 0 � MIN.� V \ NOTE: ALTERNATE CONFORMING SIGN DESIGNS WHITE TEXT MAY BE USEU,AS COMMERCIALLY &GRAPHICS AVAILABLE. SIGN N? BLUE TEXT `v� SIGN TEXT, MIN. 1" HIGH X 5 8 THK.LETTERS BACKGROUND �� 3/8"BORDER MINIMUM SIGN SIZE 22°x17" UNAUTHORIZED VEHICLES PARKED � IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISNING PLACARDS OR UCENSE PLATES � ISSUED FOR PERSONS WITH DISABILITIES � ��w z WILL BE TOWED AWAY AT OWNER'S �v�"°: �� ? EXPENSE. TOWED VEHICLES MAY BE o Q 4 CO� RECLAIMED AT OR BY ,tO.�,_3 a TELEPHONING � �-�N i o°m°? � RFFI_ECTOR17FD SIGN, PFR�IANFNTI Y IN CONSPICUOUS PIACF(SEE SITE PIANI (t)TYPICAL TRAFFIC SIGNS HAVE DIAMOND GRADE 3-M REFLECTIVE SHEETING OR APPROVED E�UAL.THE REFLECTIVE SHEETING SHALL CONFORM WITH THE FEDERAL FE�ERAL SPECIfICATIONS L-5300A. (2)TRAFFlC SIGNS SHAIL BE CONSTRUCTED OF 0.06 IN THICK ALUMINUM ALLOY. Drive Entrance I 8 NOTE: ,,,,. , ALTERNATE CONFORI�ING 51GN DESIGNS �I� '`—�- MA�BE USED,AS COMMERCIALLY ii AVAILABLE. I � �,�—STATE STANDARDS R99C SIGN WNITE TEXT &GRAPHICS P�� BLUE OPLY BACKGROUND �� f--STATE STANDARDS R99A 51GN ��ccE�aii� � I ' z � � � I � i I Parking Space 7 '`JAN �CCESSIB�E' UNAU?unR!ZED PARKING S!GN REFER TO REFER TO 8/A1.2 SIGN 7 & 11/A'.2 � \ o�° � 0 � j LOAD!NG / UNLOADING ZONE, DESIGNATED WITH 4" WHITE PAIN?ED STRIpINC o TO PAVING, 36" O.C. � i 4" BLUE PAINTED LINE DESIGNATING PARKI� i I SPACE, 1YPICAL `;' j N I i KIN � � L�. = � � I HANDICAP EMBLEM 36"SQ. ;(PER T24 STANDARDS), i PAINTED ONTO PAVEMENT IN ICONTRASTING COLOR �SEE ?6/A1.2 I 9, �„ 8,_�„ VAN ACCESSIBLE ParkingNotes P�anning Architecture Interiors 1.DRAWING NOT TO SCALE 17�� 2.PARKING SHALL HAVE A MINIMUM SICE CLEARANCE OF 1'-0"FROM COLUMNS, ��es,CA 93907 WALLS,AND OTHFR STRUCTURES. T�' ��1418 Fax 831/663-6385 3.ALTERNATE PARKING ANGLES AND/OR LAYOUTS SHALL BE SUBMITfED?0 THE devid�dJslllott.net ENGINEER FOR REVIE�N AND APPROVAL DQV I Y �■ E I I I O i` 4.ACCES516LE PARKING STALLS SHALL BE LOCATED AS CLOSE AS POSSIBLE AND & As s o c i ate s ON THE SHOR7EST ACCESSIBLE ROUTE Of?RAVEL TO THE PEDESTRIAN ENTRANCE OR EXIT OF THE PARKING LOT OR GARACE. 5.ONE tN EVERY ACCESSIBLE OFF-STREEf PARKING SiALLS BUT NOi LESS THAN ONE SHALL BE SERVED BY AN ACCESSIBLE AISLE Or 96 INCHES MINIMUM WIDTH AND SHALL BE SIGNED VAN ACCESSBLE. THE R99A'VAN ACCESSIBLE"SIGN SHALL BE MOUNTED BELOW THE R99"ISA PARKING SIGN". 6."AdINIMUM Z250.00 r"iNE"SiGti iG BE INCLUDtD WiiH ACCESSIBILIiY SiG�AGE. 7.IN EACH PARKING STALL,A CURB OR BUMPER SHALL BE PROVIDEO AND LOCATED TO PREVENi ENCROACHMENr OF VEHICLES OVER THE REQUIRED WIDTH OF WALKWAYS. PARKING STALLS SHALL BE LOCATED THAT PERSONS WITH DISABIUTIES ARE NOT COMPELLED TO WHEFL OR WALK BEHIND PARKED CARS OTHER iHAN TNEIR OWN. 8.WHEN �ESS THAN FNE PARKiNG STALLS ARE PROVIDED,ONE STALL WITH A MINIMUM WIDTH OF 17'SHALL BE ACCESSIBLE TO PERSONS WITH DISABIL�TIES. HOWEVER THERE IS NO REQUIREMENT?HAT THE STALL BE RESERVED EXCLUSNEI.Y OR IDENTIFIED FOR THAT PURPDSE. 9.SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING STALLS SHALL BE THE MINIMUM POSSBLE AND SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION.SURFACE SLOPES OF ACCESSI9LE ON-STREET PARKING STALLS SHALL BE?HE 7-ELEVEN MINIMUM FEASIBLE. ?0.TABLE-A SHALL BE USED TO DEfERMINE THE REQUIRED NUMBER OF ACCESSIBIE PARKING STALLS IN ANY PARKING LOT OR GARAGE. 1?.WHERE R99"PARKING ONLY"OR R99A'VAN ACCESS!BLF"SIGNS ARF INSTALLED 21530 Stevens Creek Blvd 0�SICEWALKS OR OTHER PArHS C�?RAV�L,TNE 8^T?04 OF THE S!GN PANEL SHALL `'upertino,CA 95014 BE MINIMU�I OF 7'-0"ABOVE THE SURFACE OF THE SIDEWALKS OR PATH.WHERE R99 OR R99A SIGNS ARE INSTALLED ON ADJACENT WAIL THE BOTTOM OF THE SIGN PANEL SHALL BE AT LEAS�3'-0"ABOVE THE PARKING AREA SURFACE. Use of these plans and specifications is restricted to the original site for which '2.ACCESSIBLE OFF-STREEf PARKING SPACES SHALL NOT BE SMALLER IN LENGTH they were prepared and publication OR WIDTH THAN SPECIFIED BY CIT(STANDARD PIAN 41. thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is prohibited. Title to plans and spec:fi- cations remain with the architect, and visual contact with them constitutes prima facie evidence af the acceptonce of these restrictions. � 0 R QUNREMENTS / / 04 29 11 � CORRE�CTIONS ot/2�/�2 � MODI�FICATIONS os/�5/i2 0 BUILDING MODIFiCATIONS o�/o3/iz 0 MODIDFICATIONS a�/12/�Z � MOIDI�FI!CATIONS o�/»/�z � PLAN CHK oe/ia/iz 80 PLAN CHK D3/19/13 �9 PLAN CHGS 04/25/13 � OWNER MODIFiCATION �o-0�-�3 Issue Date 06`�1 C,�11 �/� �/L i�� D�awn By DJE -�� r ,.T C f{r... .- ♦ . . •/D ^� '�" � - '��'. � .. Project Number 10/2, �1�.'�«/ /� ' � ' � ' Sheet Ti;ie .. ., ,. . �. �_._. ... ._r�..... ,�,-,R�...,,., Handicap Parking � �� _ . _ . e '. - --�•'� L dF�. Details �_� Handicap Parking 1/4"-1'-0" 1 shee` "�mbe� A�,2 . 1�i�-��l 3 � , . . , _ , � �, ;x L• ;,, ;,' ��. lo �-a.�.�� ._.� �..f. . � +.• .u ..r . . � ��. .. .... �,, a�.�st. .. <+� :` ,,�,�.. . . � �:'• ��p��. �J�'� L� STUCCO WALL----- STUCCO WALI_— , GATE HINGES ;--' SECURE TO ° o .., CMU WALL � � � METAL GATE WITH �PROVIDE PVC SLEEVES %" X 24" S.S. CANE IN CONCRETE. TYP. Ro�T FRONT ELEVATION REAR ELEVATION STUCCO WALL—-- � � o� (_�i ' �� I � RIGHT SIDE ELEVATION Enclosure Elevation 1/4"=1'-0"I 4 Enclosure-Plan View 1/4"-1'-0" I 3 � �Detail 1"=1'-0" 2 a'-o" 13/A1.2 A � - 1:12(.833i) A MAX. o�o� o�o o°o° °o°o s"cuRe o°o° °o°o � o000 0000 ,:,o °o�o o�o� ,:,o o°o° �o�o _ ��p000�� - Planning Architecture Interiors 17800 Cunha Lane Sallnaa,CA 93907 Tsl. 831/B63-1418 Fax 831/663-6385 davld(�dJelllott.net David J. Elliott & Associates � �� %�1�1 i � 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use o!these plans,and specifications is restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is, proh�bited. T�tle to plans and specifi— catians remain with the architect, and visual contact with them constitutes prima facie evidence of the occeptance of these restrictions. 0 R QU REMENTS oa/29/i� � CORRECTIONS o�/27/12 //Z�� BUILDING � Mv��F��rivnvc !lfi/!5/12 � MODI�FICATIONS o�/o3/�z 0 MODIDFICATIONS ��/12/12 0 MOID ICATIONS o�/v/iz � PLAN ADDED os/t3/�3 �8 PI_AN MODIF. o�/oa/�3 /a OWNER lJ� MODIFICATION �o-0�-�3 � 7*11 PIER REVIEW 03-03-14 � CITY COMMENTS �o-o�-�a Issue Date Drawn 8y Project Number Sheet Ptle H.C.RAMP DETAIL �(�, RAMP DETAIL 1/4"_1'-0" 5 �,� RAMP DETAIL 1/4"-1'-0" � I Sheet Number 06-15-11 DJE 1021 A1.2-A ,� '�OOF DECKING � o"STEEL CEMENT PLASTER FINISH GATE HINGES SECURE T0� CMU WAL� METAL GATE WITH __I S�a" X 24" S.S. CANE � BOLT CEME.,r .,,.,.r.-� �,.,,,.,. MTL. �1TL. GATE DRIVEWAY LEVEL(CONC.APRON) Section @ Trash Enclosure 3/8"=1'-0" �2 MTL. DOWNSPOUT 1 ' ; ' GATE BOLLARD '� '' PROVIDE PVC SLEEVE` SIDE ELEVATION !v coNCRErE. TYP. CEMENT PLASTER FiNISH METAL ROOF RIGHT SIDE ELEVATION REAR ELEVATION o�c cirni CEMENT P�ASTER �WISH ME?AL GATE— MTL. DOWNSPOUT PROVIDF PVC SLEEVES/�/W ? !N CONCRET[. TYP.— 5/8° X 24° S.S. CANE 80L? AT EACH GATE. (ALTERNATE FRONT ELEVATION s�oES oF PANE�) HSS 3X3XYa'� BEAM HSS 3X3X1'4" ------- '/e POST '•�8 v- o�� CMU WALL----- (2)�"0 X 12"A.B.'S SECTION CAS?-iN-P�ACE MIN.MB SCRFWS, GA20,G.I.FLASHING 6"STEEL JOISiS ROOF �HSS 3X3�" Hss 3x3�4;" y�M POST Enlarged Section 1"-1'-0" 12 (2)�"m x �z"n.a.'s CAST-IN-PLACE HSS 3X3�" 4 �5 DOWEL �osT 5xs� —� BASE PLATE �I � , CMU WALL - I _ °' � � � � 2" 2" PWN VIEW 0 Roof Support Detail 1/2"=1'-0" 16 CMU Dowels Detail 1/2"-1'-0" 11 � ��I , .. . � _ �,.. ! �i _�MU �+AL�t�ti��u�uRt � � � --�� .� � CAST IN PLACE CONC. �CORRUGATED METAL FACING FILLED BOLLARD 6' H�GH METAL GATE 6"m 2"STEEL ANGLE TO BE MITERED AND WELDED AT AL�CORNERS METAL ROOF DECKING ROOF SNALL BE COATE WITH RUST INHIBITED P GA26, G.I. 16 � TYPICAI GATE BOLLARD `�SS BEAM � 3X3XYa" 6" SiEEL (600S 162- JOIS?S � 2� Exterior Elevations 1/4"-1'-0" I 17 Gate Detail 1"=1'-0" 15 GA20, G.L EDGE SHING Roof Plan 1/4"-1'-0" 14 HSS �EAM �SS BEAM 3X3X1'a�� 3X3X1'a" Roof Framing Plan 1/4"=1'-0" 13 ML6"VSTEELJOISiS MIN.M8 SCREWS,TYP /Llij ENTERUNE WALL, A chitecture �2a'o.c. CAP- G. & REINF. -cn2o,c.i.F�nsHiNC Interlors ^ -- ----- � GA20,G.!.GUTTER 6" THK. CONC. CUR -#4 VERT. �I�Cunha Lane �" CA 93907 /` � 16"O.C. TN. 831/663-1418 ---- z Foc 831/663-6385 — — � 6° THK. CONC. SLAB davld@d�Ulott.net MiN.�a scR�w�4� 16" .C. _ #4 HORIZ. � 2�0�oWNSP��T : A� � � 24��°.�. Dav i d J. E I I i ott � INTERI R D /�. HSS 3X3�" ��N�. AP, N & ASSO`jiates POST Z � �Enlarged Section 1"_1'-0.' g ---_----_---- --� � _— —_--_ N #a � �s" o.c. — j�8 MEfAL SELF MTL ROOF '�� DRILIING SCREWS 6"STEEL JOISTS 1�2a"O.C. SEE ENLARGED 3 #4 CONT #S DOWELS —�—DETAIL .j-O�� MIN. ' � HSS 3X3�� T �l B -- � 16��.�. TL ROOF e�� CONVENIENCE ��N.�s scREV+s,rw �GA20,G.I.FIASHING STORE C RUNNER 14 GA.�ENO JOIST �MIN.{j8 SCREWS,TvP SCALE i"=1'-0" Section @ Beam 1/4"=1'-0" 7 Wall&Footing Section 1/2"-1'-0" 4 2�530 Stevens Creek Blvd _ _ Cupertino,CA 95014 Use of these plans ond specifications is reatr��ted to the ori9inal site for which they were prepared and publication thereof is expressly limited to such use. Reuse,reproduction or publication by any method n whole or in part is. prohib�ted. Title to plans and speci`i- cations remain with the architect, and visual contact with them constitutes prima facie evidence ot the acceptance of these restrictions. Revisions No. Descri tion Date 0 REQUNREMENTS / / 04 29 11 �2 c RRECT oNS o,,��,t2 � PLAN CHGS oa/2s/�3 MODIF',CATION � PLAN CHGS MODIFICATION os/i2/�; � OWNER MODIFICATION o!-2a-�a � PLAN & LANGSCAPE a�_o3-ia PLAN CHGS Issue�]ate 07�27�11 o�oW� eY DJE Project Number 1021 . • . -. , ,.. �O..I��-./ W Sheet Title �- � •� - �� - - Trash Enclosure Plan, ��- <, {`r�., �`��,,''�.:. �';` ��. ��R, Section and Details � Trash Enelosure-Plan View 3/8"-1'-0" 1 Sheet N�mbe� A1.4 _.,_ ,�,,,,._,.,,., /1LUIVIIIVUM�ULJIJJ VI1f\I1VL VVVI\J� I II. ,I\LIYIVYL� !�� VI , /� � � �- , ___ \ r-- .. � � � �, ��\ �� '. �� \ � Existing Exterior Elevations 1/4"-1'-0" 8 Demolition Notes 0 � '. CAP A3ANDONED EXISTINC °LUMB!NC F!X?:JRES 2. REMOVE ALL INTERIOR WALLS 4. REMOVE DOOR S. REMOVE W!NDOW 7. R M V E) COLUMN � 8. REMOVF BRIC � �l�` � �� - � -_'"'' + , l' ' . ' ��'`'�� ... .:� �� '2'`l��'�)�J:s� a�.n ,- . . • . ., .�V. .-�� _,r +..t 1..,. �!�"_ � �,I, �.-... ,..,. .,.�._.. � .�.....,��. �� R�/ �i �.�r�..�:�'.i��w.M. B`�.f t..i�'�l. D I R. � Existing Floor Plan/Demolition Plan 1/4"-1'-0" � 5 Planning Architecture Interiors 17800 Cunha Lene Salinas,CA 93907 Tsl. 831/663-1418 Fax 831/663-6385 davld(�dJellbtt.rret David J. Elliott & Associates � f-- I ��V�LJLJ � � I 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans and specifications is restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or �n part is prohibited. 1it!e to plans and speci i- catio�s remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance ot these restrictions. 0 R QUNREMENTS 04/29/>> � CORRECTIONS o�/27/1z QB�I��IN�Tinn nE/�S/ig M��IF�Cr��dS � MODI�FICATIONS o�/o3/iz 0 MOD ICATIONS o�/t2/t2 � BUILDING MODIFICATIONS o�/»/12 � PLANNING CHGS os/i a/�z � PiAN CHGS/CORR. ca/2s/�3 � PLAN CHGS STRUCT. REV xxxxxxxz /a OWNER l� MODIFICATION OB-ZS-13 ,{a OWNER L4� MODIFICATION o�-2a-ta � 7*11 PIER REVIEW o3-o3-�a Issue Date oC�1 G�11 V J Drawn By DJE Project Number 102� Sheet Title Existing Floor Plan Demolition Plan Existing Exterior Elevations 1 Sheet Number ��.0 - _ Wall Legend ----"" EXISTING WALL - _— - - EXISTING WALL TO E3E REMOVED NFW WALL NEW REFRIGERATION WALL ,. .D��-�1..�'-,l�4=_.1: __. . �� . � . , , f i� _�::��.T� r....�..,.. .i� {• ,, " ._ .�. ,.�..-, .. ; ..^ .- .... �=';.. +,�4�•` I;:�, }��'�!. DiR. �`� �� a� GI �4 I � i� '4 '4� � � NI t4 . . � � � � � - � � � ' � , �. 0 � �\, , �o � ��_ --_-_-_----- � � � _ _ � _�_ O _ ' I1�► •� ° � Ilo � . s • • - 0 �._ I1'�L•�,I� 'i _ ' ��I�1�I� • �� 'll I � ■ ��— O _ II I � � -�� I,.i, � �� = i�� ' II ��=��.�� J -. �� .�� i . �� , . . . - -.. ►� � �� , , �_-- ■ � -• ■1�� 1 � _ � . / 4 � � - '� . �� ,_. '��I��II�� ;L- -._ - � iil I■I � i `��U BAKERY I ` - — _ ❑ CASE A I� _ _ CONDI 3'-10' � CHILI I �_`� OO I ' i � , / CHEESE I —�� ` i � `- < � � � � o� � � I /��i ' � 6� -L - � — — — — -/— — -- � ��-�-M�EN �� ELEC q — — — — — i I / '�� 108 " 0 � 1 ---- Q 7 SINK `� A4.'• s'-8Ya' 2'-0' 4`�'��" ' 14'-10' 3'-0' 9'-0" i I29,10, I� I� !'M Q , � , T . L� MERCHANDISE l 102 � � 3'�" � a�-oY: 35'-7�i'� io � � � �� i ii�l� ,=::._� - , ', ;`��i �I i"� v�1��►� �' ;i��.� . ��1'�- - � • ' i , � i��: I� uul�luuuuul I�i �i � �� . I�� '•'I•I_I�I�+ ,, I -'1<<> I 'I■■ i . u��_��+ � �.--. �i i�i i �_ 3�-p• � 3'-73/i �I 6'-6" I_ 6'�' �I C+! N , r 3'$' 35'-74'� Notes U 1. EXISTING WALL T0 BE REMOVED 2. EXISTING COLUMN TO REMAIN 3. 2" AIRSPACF BFTWFFN C001.FR VAUI.T AND WALL 4. PROVIDE WINDOW FROSTING ^ JZO, ► � I 4,-0. � � wauc-iN � Coo�R i 104 , � - � 5/A3.4 N n 3'-11Y4 � I I II -- ------ a � CO2 � 15'-3%a --- � ( �i M Q , � True North �(�, New Floor Plan 1/4"=1'-0" 5 Generainotes r�anrnn Archltecture 1. NO BEER OR WINE SHALL BE DISPLAYED WITHIN F1VE Interiors FEET 0� THE CASH REGISTER OR THE FRONT DOOR t7800CunhaLane UNLESS I? IS IN A PERMANENTLY AFFIXED COOLER. Salinas,CA 93907 2.NO ADVERTISEMENT OF ALCOHOLIC BEVERAGES TN. 831/663-1418 SHALL BE DIS?LAYED AT MOTOR FUEL ISLANDS. Fex 891/663-6385 3. NO SALF OF ALCOHOUC BEVERAGES SHALL BE MADE davld�dJeillott.net FROM A DRIVE3--IN W�NOOW. David J■ EIIIO" 4. NO DISPLAY OR SALE OF BEER OR WINE SNAL� BE MADE FROM AN ICE TUB. 5. NO BEER OR WINE ADVFRTISING SHALL BE LOCATED & ASSOCiates ON MOTOR FUEL ISLANDS AND NO SELF—ILLUMINATED ADVERTISING FOR BEER OR WINE SHALL BE LOCATED ON BUILDINGS OR WINDOWS. 6. EMPLOYEES ON DUTY BETWEEN THE HOURS OF TEN P.M. AND TWO A.M. WHO SELL BEER OR WINE SHALL BE A? LEAS� TWFNTY—ONE YEARS OF AGE. � � J �a�� 7-ELEVEN 21530 Stevens Creek Blvd. Cupertino,CA 95014 Use of these plans and specifications is restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. �� Reuse, reproduction or publication by Room Finish Schedule any method in whole or in part is prohibited. Title to plans and specifi- cations remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance i ROOM NUMBER = of these restrictions. � �, �, Revisions Z Z o � w J No. Descri tion Date ROOM NAME � J J J yp � I m � � � REMARKS pIANNING � 0 REQUIREMENTS 04/29/>> )1 SALES AREA A I 2 A C 10'-0" � 0 CORRECTIONS oi/z�/t2 )2 MERCHANDISE A � 2 C - VARIES BUILDING )3 BEVERAGE BAR A 2 C - �VARIES 0 MODIFICATIONS 06/15/12 )4 WALK-IN COOLER A i 3 B 8 g'-p" �RIFY MANUFACTURER /� BUILDING � sPECiFicanoNS /� MODIFICATIONS o�/o3/�z )5 BACKROOM A 2 D A 8'-0" BUILDING - — 0 MODIFICATIONS o�/�Z/12 )6 WOMEN RES7ROOM A � E A 9'-0" BUILDING )7 MEN RESTROOM A � E A 8'-0� � MODIFICATIONS ��»�t2 unurr A i - p A a'-o" PLANNC K CHGS �8 � 09/ia/12 D9 OFFICE A 2 A A 8'-0' Q PLANNING CHGS _ 09/28/12 — ------ ---F— ---- ---- -- --- � PLANNCHK CHGS 03/19/,3 , � _ � PLAN CHGS MODIFICA�ION_ a4�25�'3 � PLAN CHGS MODIFICATION os/oi/�3 � PIAN CHGS os/�z/�a MODIFICATION_ Room Finish Material Code List �� PLAN CHGS MODIFICATION o�-oa-i3 ;(�, OWNER FLOOR: !t`+'� MODIFICATION_____ 0�_18-13 A. PORCE�ANE TILE � OWNER — MODIFICATION 08-2B't3 � OWNER MODIFtCATfON o�-2a-�a BASE: -- --- 1. PORCE�ANE TILE COVE BASE WITH A MIN. 3/8"RADIUS � P�N CHGS TURN AND 4"MIN. NEICNT P�N MODIFICATION 01-29-14 2. INTEGRAL�LE(PER 7�11 SPECS)COVE BASE WITH A MIN. 3/8"RADIUS � 7*!1 PIER REVIEW 03-03-14 TURN ANO 4"M!N. HEIGHT ------ - --- 3. TOP SET STAINLESS STEEL COVE BASE WITH A MIN. 3/8"RADiUS � � CITY COMMENTS ?0-01-14 TiJRN 4"MIN.HEIGHT. -- ------------- WALLS: A. GYP.BD. REGULAR)?AINTED FINISH B. GYP.BD.�MOISTURE RESISTANT)PAINTED FIN!SH C. GYP.�D./PVC WALL PANE�- PAINTED FINISH ABOVE 10'A.F.F. ------ ------ D. GYP.9D./FIBERGLASS REWFORCED PANEL(FRP)FUL!HEIGHT E. FULL HEIGHT CERAMIC TiLE Issue Date 0�`�1 C,�11 CE!LING: � A. GYP.BD.(REGULAR)SMOOTH PAINTED FINISH B. GYP.BD. (�101STURE RESISTANT)SMOOTH PAINTED FINiSH Drawn By DJE C. 2X4�AY-IN ACOUS?ICAL TILE Project Number 1021 Sheet Title New Floor Plan Sheet Num6er �n.� L �� 1?1 J�-�c�l��-/.� . . .. . �-� . , ` ' e k.... �!_ , . ._ .. .. a yY �\? r. . ., . , �... _- ._ ._ .lo.:��.�,�_ .�. f'hr• . + 4 . ' Y i'a,ey,',��, � ._� �.dA:.�J. � � , . , � SIGN ("THIS DOOR TO REMAIN UNLOCK WHEN THE BULDING !S OCCUPIED") KAWNEER 451 T ALUM. GLASS D( H.C. DECALS MIN. 50" A.F.F. 3/8" C�EAR TE�P. GLASS ALUM. FRAME GLASS WINDOW (CLEAR GLASS) O STORE�RONT (PR3'-0"X7'-0") HARDWARE: 4 PR NINGES, KEYED LOCK, PUSH/PULL HANDIE, DOOR CLOSER, WEATHERSTRIP,DOOR SWEEP ALUM. THRESHOLD �—�� T.O. FLOOR L� 0 f- � �--HM FRAME 12X12: 1/4" ❑ 1-3/4"HM DOOR TEMPERED GLASS HARDWARE: a� t-1 2 PR HINGES, � LE R HANDLE-LOCKSET I �j Notes 1. WALL, FLOOR AND CEILING SHALL NOT EXCEED TNE FLAME SPREAD CLASSIFICATION IN T-803.9. 2 INTERIOR WALI_ FINISH AND FLOOR COVERING MATERIAI_S SHALL COMPLY WITH CBC 804. � � � �--HM rRAME �i PEEP HO�ES ° 1-3/4"HM COOR 12X12 LOUVER i HARDWARE: � � 1-i/2 PR HINGES, m LEVER HANOLE-LOCKSET s SELF CIOSER � (KICKPLATE- PUSH SIDE ONLY) I �j O2 !NTERIOR DOOR �3 O 5O !NTER!OR DOOR (2'-8"X6'-8") O O (3'-0"X6'-8") DOOR ANC hARDWARE NO?E: 1. EXIT DOOR SHALL BE AT LE,4ST 3'-0"X6'-8, OPENABLE �ROM THE !NSIDE WITHOUT A KEY OR ANY S?ECIAL KNOW��DGE OR EFFORT, WITH LEVER TYPE, PANIC BARS, PUSH-PUL! ACTIVATING BARS HARDWARE. 2. EFFORi TO OP�RATE ALL EXIT DOORS SHALL NOT FXCEEC 5 POUND. 3. KEY OPERATED DEAD BOLTS ARE ALLOWED AT THE MAIN EXIT (FRONT) DOOR ONLY IF THERE IS A READ!LY VISIBLE, DURABLE SIGN ON OR ADJACENT i0 THE DOOR �TATING "THIS DOOR TO REMAIN UN�OCKED WHEN THE BUILDING IS OCCUPIED". NOTE: DOOR MARK FOR TYPES � SE� PLAN � O 0 NOTE: WtNDOW MARK FOR TYPES <`?>SEF Pi AN �_�,�'' 4'-8" -- -----� � � � o � I � � � N ti BB o O FAUX WiNDOW TO MATCH STC. WINDOWS WITH TRANSPARENT GL_ASS AND WHITE WINDOW FILM _ O8 INTFRIOR DOOR (2'-0"X6'-8") i � � Notes I � — WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM ON AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO — LANDING EDGE OF THE DOOR� - — -- --- — —� �- 2�-4" ALUM. FRAME— � GLASS WINDOW ,� q � � a (CD �� I ----- --------� O ��—�� T.O. FL.00R � Door&Window Types � 5 Plannln �eS � Architecture i _ Interiors 17800 Cunha Lane Salinas,CA 93907 Tsl. 831/663-1418 Fe�t 831/663-6385 davld�d�elllott.net David J. Elliott & Associates � ��V�� I �i � � � . 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans,and specifications is restricted to the original s,te for which they were prepared and publication thereof is expressly limited to such use. Reuse,reproduction or publication by any method in whole or in part is. prohibited. Title to plans cnd spec�fi- cations remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance of these restrictions. 0 R QUREMENTS oa/2s/i� � PLANNING o�/z�/iz CORRECTIONS 0 BUILDING MODIFICATIONS os/�5/i2 � M DI�FIICATIONS o�/o3/iz 0 MODI�FICATIONS o�/�2/i2 0 M DIDFICATIONS o�/�?/tz � PLANNING CHGS PLAN CHK a9��4��Z ^ PLANNING CHGS o3/is/i3 ��, PLAN CHK _ � PLAN CHGS �?, PLAN MODIFICATION a4/z5/t3 /� PLAN CHGS oe/�2/i3 /� PLAN MODIFICATION � PIAN CHGS PLAN MODIFICATION ��08�t3 /� OWNER /� MODIFICATION 07-18-13 � OWNER MODIFICATION 09-20-13 ,{� OWNER l� MODIFICATION ai-2a-�a � 7*11 PIER REVIEW o3-os-ia � CITY COMMENTS �o-a'-14 Issue Date Q�``�15�17 v °�°W�eY DJE P�o;e�t ��mbe� 1021 Sheet Title Door and Window Types Sheet Number �n.�� L � HDBD. �C�\IICCl/1AI TII C DA(1F SOUTH ELEVATION � ,,��,�,.,�� EAST ELEVATION J 1 VI\C V CI7CC!\ � �KET,TYPICAL H[ � Notes �.o�� ' �� -le�� D i�'- ��!�-1.3 A . . . �, , � , � �: _ . .1_0._a�� .. _. :. . t y - 1. �, ., .� kaI. 1�as• .r..w•...�. ..�-,_... ..••.. _ •....��.a.� a! �y/ (�') �M �.1 r ,.:.�s:.. . ;1 , 6 ,. ...�. i�. L��i. � � unon einuir_c Z:/ NORTH ELEVATION Piann�ng Architecture interiors 17800 Cunh�Lane Sellnas,CA 93907 Tsl. 831/663-1418 Fax 831/663-6385 davld(�DdJelllott.net David J. Elliott & Associates � � �L��V�� ( 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans and specifications is restricted to the onginal site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or m part is prohibited. Title to plans cnd specifi— cations remain with the architect, and visual contact with them corstitutes prima facie evidence of the acceptance of these restrictions. Revisions No. Descri tion Date PI�NNING 04�29�� 0 REQUIREMENTS � CORRECTIONS o�/27/12 0 MODI�F!CATIONS os/�s/i2 � BUILDING o�/o3/�z MODIFICATIONS 0 M DI�FICATIONS o�/�2/�2 � MOIDIDFICATIONS a�/»/�2 BPLANNING CHGS PLAN CHK os/ia/i2 /� PLAN CHGS �� PLAN MODiFICATION �a/25/�3 � PLAN CHGS PIAN MODIF!CATION os/o�/�3 � P�AN CNGS PLAN MODIFICATION 06/13/13 � OWNER MODIFICATION o�-ia=�3 � OWNER MODIF!CATION 08-28-13 � � 7*11 PIER REVIEW a3-03-14 �, CITY COMf�ENTS �o-of-ia Issue Date 06`�75�11 Drawn By DJE Project Number 1 021 Sheet iltle <N>Building'A' Exterior Elevations �i�,EXTERIOR ELEVATIONS 1/4"=1'-0" 1 Sheet N�mbe� A3.2 330 V3 �F � . �� .'.�1�,�i� ,�� , . .,, .,:- , ._ _, � ��. .� ��„ . �.. ..-.,..1Wo ��.: _ T.� � y. ..�, ... , , . . .�. ,,,.�,✓'`;:..`V�n 1i.:`�°�J i yy '� ��,:U. D'�. � � ROOF VENT CALCS: _ ATT1C AREA REQUIRED TO BE VENTED = 873 SF. 873 = 5.82 SF 150 3-1 7¢" � HOLE �___-- V1 — BLOCK WITH VENT HOLE VENT = .036 SF. EA. BLOCK V3 (1) W/ SCREEN 2'-6' 0 V3—B — WALL LOUVER VENT VENT = 4.9 SF. EA. VENT W/ SCREEN V4 — EAVE SOFFlT VENT 4" X 12" = 48 SQ. INCH OR .333 SF W/ SCREEN 4 PCS. PROVIDED = 1.3 SF. NOteS Planning Architecture � _ Interiors 17800 Cunha Lane 3alinas,CA 93907 Tel. 831/663-1418 Fax 831/663-6385 davld(�dJelllatt.net David J. Elliott & Associates / / �► � I I � I I� i� '�I �I i rj M , a � a N � �ol� ec � 5/A3.4 � � �� I i 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans and specifications is restricted to the original site for which they were prepared and pubiication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is. prohibited. Title to plans and specifi- cations remain with the architect, and visual contact with them constitutes prima facie evidence of the acceptance of these restrictions. Revisions No. Descri tion Date 0 PiANNING REQUIREMENTS oa/2s/�i � PLANNING o��2��i2 CORRECTIONS � B�I�DINGTin�c pr,,/i5/�2 M.,,,IF,CA,,,,,�.; � BUILDING o�/c3/�z MODIFICATIONS 0 MOD ICATIONS ��/12/12 0 MOD ICATIONS o�/�T/�z � PLANNING CHGS os/�a/�z � P�N �H�S 04/25/13 09 PLAN CHGS 05/01/13 /� BUILDING 06/13/13 L� MODIFICATIONS � BUILDING �o�iFicarior;s_ o��0e��? � OWNER MODIFICATION OS-28-13 Issue Date o�aW� ey Project Number Sheet Title <N>Building'A' True North Roof Plan � Roof Plan 1/4"-1'-0" 1 shee`"�",be' 06-15-11 DJE 1021 A3.3 �--- ----� 17 A3.5 ,�i � � �__ ��_ � �— --------- � -� �� A3. 4 a �------ ,��- 5 A3.6 r�• R� J T. .DBL PI.ATE IIIIL�4 � ; � � NEW ------�-- � Building Section 1/4"=1'-0" 12 � 1 1 A3.5 i i � � � _i � 9 A3.5 /�\ Building Section 1/4"=1'-0" �11 � �, A3.5 I SIM. � � �� FLOOR Building Section 1/4"=1'-0"� 8 � —-� \ —� � -- 5 � OPEN TO ROOF A3.5 `4— — �*�—__L� - - - - - - � - - - - - - - - - - �E�GFHEXA� - - - - - - - - - —`� - �� —1� � — �� — � � � � � � � � � � � � � � � � � � � � � �— _ ��B�— — i I ' 'AHU-2 A3.4 TRUSSES �; — --J - FLATCLG. ,/'' � ,.--I ,/'� / ---�, -f-- ;— � —---- �----- � i j ,/ 1 ,/'" I � I ,/� 1 � i / i �� i � � , � ' i � i � � � I I K ' � -- - , - _ � I � � � � � � I i �BA OOM T SA ES i � % �� I I � fv�RCHANDISE I I I I OOLER 1 5J i 1 1 � I � — ; ; 102 � 104 i � ; ' ---------— - --- ---------- — , ---- ---- ------ , ,� ;�- _ Fx�Snur, I N96W VENT � DBL PLATE fL00R Building Section 1/4"-1'-0" � 7 NOt@S Planning Architecture � _ Interiors 17800 Cunha Lane 3alinas,CA 93907 Tel. 831/663-1418 Fax 831/663-6385 david@dJelllon.net David J. Elliott & Associates , P1�'-� �"_�-� , . .• .. ._�__ Q��.:�� ...._ .,. . ..� .. .� '„s. 1 . ��:.:, ,, ..�.�N.;-.. ��; �-��"V. DIR. �a�.,:' :::'!dS.1a'�:�. ! ...'�° Building Section 1/4"=1'-0" � 6 Building Section 1/4"=1'-0" I 5 (E)ROOF FR� �10 SELF """'NG SCREWS (E)ROOF FRAMING STUD WALL r I� ��b�l� I � 7-ELEVEN 21530 Stevens Creek Blvd Cupertino,CA 95014 Use of these plans and specifications is restricted to [he original site for which they were prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method in whole or in part is prohibited. Title to plans and specifi- cations remain with the architect, ond visuai contact with them constitutes prima facie evidence ot the acceptance of these restrictions. Revisions No. Descri tion Date 0 REQUNREMENTS oa/2e/>> � CORRECTIONS oU27/tz � B�I�D�NGTin c 06/i5/t2 M,;,,IF;,,A,,,,N.; 0 BUILDING MODIFICATIONS o�/o3/�z 0 BUILDING MODIFICATIONS o�/1z/12 � MODIDFIICATIONS o�/»/1z � PLANNfNG CHGS PLAN CHK os/�a/i2 0 PLAN CHGS PLAN MODIFICATION oa/25/�3 � °LAN CHGS PLAN MODIFICATION os/oi/�3 � PLAN CHGS O6/13/13 _ PLAN MODIFICATION __ � PL4N CHGS PIAN MODIFICATION o�/oa/�3 � OWNER MODIFICATION oe-za-�s i Issue Date 06`�15�11 —�r- - °�°W^ ey DJE �, � 1/2"GYF.BOARD Project Number 1021 i ,�__ Sheet Title m' � <N>Buildi�g'A' � Building Sections LAY-IN CEIUNG PANEL Detail 1��=1��0�� 1 Sheet Number ��.� 16 A3.5 / I I � � I I � � � � Section @ Eave 1 1/2"=1'-0" �16 -� \ � � Section @ Wall 3/4"=1'-0" �17 25 / \ � Section @ Eave Gutter 3"-1'-0" �12 i 0 Section @ Wall 3/4"-1'-0" �13 r- 8 A3.5 � � � 1 � - - - - - -� � Section @ Wall 3/4"=1'-0" � 9 NOt@S(�/�9 rianning Architecture 1. GA 20, G.I. GUTTER Interiors 13 2. GA 20, G.L FLASHING �7gpp��h�� 3. TILE ROOF OVER FEL1 PAPER OVF:R PLYWOOD SHF ATHING Salinas,CA 93907 4. 2X PRESSURE TREATED FASCIA TN. 831/663-1418 28 - 5. 2X DOUBLE TOP PL.ATE F�x 831/683-6385 6.Y2" GYP. BD. WALL davidl�dJelllott.nst 7. 5/8" GYP. BD. CEILING David J■ EI I IOII 8. WALL INSULATION PER TITLE 24 �` 9. ROOF OR CEILING INSULATION PER TITLE 24 � � 10. EXISTING WF BEAM � ASSOCiates i � 11. 2X SOFFIT NAILER � � 12. CEILING RECESS DOWNLIGHT FIXTURF 32 -� 13. EXISTING METAL ROOF STRUCTURE 13 14. SIDINGS OVER BUILDING PAPER OVER PLYWOOD 34 SHEATHING 15. 2X6 CEILING FRAMING � 24" O.C. ----- 16. EXISTING WALL 17. TRIM MOULDING SURROUND 18. EXISTING CONCRETE SLAB FLOOR AND FOOTING 19. NEW CONCRETE SLAB FLOOR AND FOOTING 20. STOREFRONT DOOR 26 21. TRUSS FRAMING 22. WINDOW �¢ 23. ATTIC WALL VEN T 24. Ya" PLYWOOD SOF�IT CEiLING 25. STONE VENEER FINISH 26. 2X STUD WALL � 16" O.C. 27 U JOIST HANGER INTO 2X FASCIA 28. 2X- � RAFTER @ 24° O.C. - SEE STRUCT. PLAN 29. FAKED, 4X6 SHAPED END RAFTER TAI� � 32" O.C. � 7-ELEVEN � Section @ Eave Gutter 3"=1'-0" S UNDER ROOF EAVE. 30. 2X BLK'G W/ 3- 1 Yz" HOLE VENT WITH SCREEN 31. 4"X12" VENT SCREED AT SOFF!T 32. NOTCH BLOCK 4"X12" FOR VENT. FOR LOCATION OF WHERE SOFFI? vENT occuR 21530 Stevens Creek Blvd. 33. NOTCH BLK.- 4"X12" WHERE SOFFIT VENT OCCUR Cupertino,CA 95�74 I 34. U HGR AT EACH RAFTER ONTO 2X BLK. �1 -�1�^l�. ' ., ��. <' x�' � � � , . .: ° ,.�d.:��:��'�. . , �' , . , .. .. `� `�.a�,� .al:��`+i' �1�� '��V. D�R. � Section @ Wall 3/4"-1'-0" � 5 12 A3.5 � � I \ � i -- � Use of these plans,ond specifications is restricted to the original site for which they were prepared ond publication thereof is expressly limited to such use. Reuse,reproduction or publication by any method in whole or in part is, prohibited. Title to plans and speci'i- cations remain with the architect, ond visuai contact with them constitutes prima focie evidence of the acceptance of these restrictions. P�NNING 0 REQUIREMENTS � CORRECTIONS 0 MODI�FICATIONS � BUILDING MODIFICATIONS 0 BUILDING MODIFICATIONS � MODI�FICATIONS � PLANNING CHGS PLAN CHK � PIANNING CHGS PLAN CHK _ � BUILDING MODIFICATION � Drawn By Project Number Sheet Title <N>Building'A' Wall Sections s� Section @ Wall 3/4��1�� 1 I Sheet NumCer o4/2s/>> o�/v/i2 os/i s/i z 07/03/12 o�/�2/�2 o�/»/iz os/�a/�z 05/Oi/13 O6/13/13 06-15-11 DJE 1021 A3.5 � ��I�^�l�r l� r.a_,.p.. ..:-• E , ' ,,7 ,. � .... c. .. •i... . . .. ..�d'.�. `' ' ,: . ' _.....��..�,.a ��...�.. . °;� .�, . .S�,.:'"l_... _ _ `'"1 �� .'.�{.- �,�'� 6 a e 1' Y •T � Y D'�. +�.�'�.d ,.`,i..:�'^9: . � — — — — — — — —� 12 A3.5 ` SIM. � I / � � Section @ Wall 3/4"-1'-0" � 5 notes�� 1. HEADER — SEE STRUCTURAL PLAN 2. HEADER — SEE STRUCTURAL PLAN 3. 2X6 STUD WALL � 16" O.C. 4.EXISTNG WALL, VERIFY 5. EXISTING WF BEAM, VERIFY 6. NEW SLAB FLOOR 7.EXISTING SLAB FLOOR 8. WALL WSUL. PER TITLE 24 9. ROOF INSUL. PER TITLE 24 10. Y2�� GYP. BD. WALL 11. 5/8' GYP. BD. WALL 12 TRUSS ROOF -- SEE STRUCT. PLAN r�anrnng Architecture interiors 17800 Cunha Lene Sallnaa,CA 93907 Tsl. 831/663-1418 Fax 831/663-6385 david(�DdJslliott.net David J. Elliott & Assoc i ates � �a�a�c�� 7-ELEVEN 21530 Stevens Creek B Cupertino,CA 95014 Use of these plans and specifications ls rest!icted to the original site for which they were prepared and publication thereof is expressiy limited to such use. Reuse,reproduction or publication by any method in whole or in part is. prohibited. Tit�e to plans and spec�fi— cations remain wilh ±he architect, and visual contact with them constitutes prima facie evidence of the acceptance ot these restrictions. � PLANNING REQUIREMENiS 04/29/11 0 PLANNING a��2��2 CORRECTIONS � MOD�ICATIONS oa/�5/i2 -- . __ __ _ 0 MODIDFICATIONS o�/o3/i2 0 BUILDING o��Z�i2 MODIFICATIONS � MODI�FICATIONS o�/i�/�z � BUILDING MODIFICATION oe/�2/�3 � BUILDING MODIFICATION 07/08/13 Issue Date 06`�7 5�1 7 Drawn By DJE Project Number 1021 Sheet Tltle <N>Building'A' Wall Sections Sheet.Number A3�V vn r kBlv . te e s ee ___. _ ___. --- __, _-_ _--- _ ____ _ -- _ _. _-__.. --__ ---- _ _ - -- - _ __ __ ---_ _ _-_ - --- _. _ _ {. � ..._i_." i F �' ♦ + i + i��i + f ��1� ♦ 4 + ti Y + ..+.;._: + ..;__.._ 4 ....}, ' .. '._'_ '. 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'- � / ��r• . .,' � .�, `. , + + -+ + MIRACLES UNLIMITED, INC. �p0.0iE5S�0 � , . ' ,_ •j-� »�� . .. +�,7 5.9 8.4 4 2 4.3 4.8 4.3 2.1 � , ♦ . ,; ElEC1RIG�1 ENGRIEERII�G h1�' V �� .l .�� =-♦ J'� • . .. . . � ��3 t ��`Z. t P.O.BO%t90E .E-15061 �° � ........_-... .�_.t,. 3.7 4. 2.8 1.5 �rros.c� asooi � r� ' Y' °" " �' ��V DIR �. �a�../ ' iYi E.a 6�� iy . . rw.iz/ai/is ,'� '�:k . '� r} 2.9 `Y.8 0. (e3��cee-eoia nw.icoi C LE5 ,rrA�oF�F��< UN R M(�ED .ae�o.: ,�2 Plenning Architecturc Interiors 17800 Cuntw Une SalMas,CA 93907 TN. 831/663-1418 Fax 831l663�b385 d�vid�dlallbti.nel David J. Elliott & Associates CONVENIENCE STORE ELEVEII 7-ELEVEN 2i530 Stevens Creek Blvd. Cupertino,CA 95014 Use of these plans and specifications is restricteC to ihe original site for which they were proparod and publication thereof is expressly limited to such use. Reuse,reproduction or publication by any method in whole or in port is. prohlbited. Titie to plans ond speafi- cut�ons remoin with the engineer,and visuol contoct with them constitutes primo facie evidence of the occeptance of these restrictions. � owN�R MODIFlCATiONS 9-25-13 � PLANNING CORRECTIONS 10-16-13 � CHECK 2-u-i4 OWNER CHANGES 3-15-14 � OwNER CHANGES 8-14-14 Issue Date Drawn By Project Number 10-16-13 CAD �02� Sheet Title SITE PHOTOMETRIC PLAN Sheet Number C�■� G � ii ii �� i�i II II II II �� II�I II II II II II II ��I I II II II II II II II II II II ��I II II ��II I111 II II II II 11 I I II II II II I II II ,�� II II II II �� II II �{II II II I I�' ♦ �—� �` � � � � ,�,� � � \� \ G V � � O � O �� \ �. �, �• � • STEVENS CREEK BLVD. •�---- -- � ��...� r.� ,_�.-� i � 1 i �� _�J ��--eJ �--�r-. ,—�� r�--l_.1 i � ' � I�--L; �—.r ._i-�,_.� �.. i',, � � / � i � i � I � � ! � i � � I � I � I I I � i � � � I i � � ! � I � i I � i � � � � \ � � \ � y. � �; i� �� i i , �. / /. / � �AI�D�(�ME NS�ALLA1101�F�RT At�D LA�D�CAPE MAMB�ANCE A�ARE F��,1lIF�PliIOR TO FNAL_ACC�'TANCE DRIPLINE FORMULAS PER DESIGN GUIDES TOTAL IENGTH OF AREA z 12 DRIPUNE O.C.IINE SPACING �� WA�i CONBERVATION LA�D�CAPE TOTAL NUMBER _ LENGTH Of DRIPLINE x 12 OF EMITTERS EMITTER SPACING � ORDNANCE AND APPLED ACCOF;DI�KaLY FOR = � -- 1}'E B�CENT�J�E OF WATER N TF� 70TAL GPM NUAIBER OF EMtTTERS z GPH �� 60 —WA7014! � 1K�lI�T[ 3/�� WA7o11� �� WOBIA7E N5q911+� ,�. �� WA1B11� A�M7E �'M WAlsl l� 11� T T T T � � � I i � � � ► I � � I � � � I � � � I � I � I � I � I � I I ( � ( � I � I � I � I I I ( I I I � I � ! � I � I � I I I ( I � I I I I i � I I I � � I I � I � I I ! � ! � � � � � � i � � � � i \ \ y. � y. i i � y� ��r�-��--�� e .�."'_ �'4- �.�..� � � /�.'� � -♦ . .. `� V. . A_. z� ��` : __..fo�;�.$ +i . -. �.. .• '. F.. �....,... ._�'t��'"�.�„--� �� ` . .... .. ��`_ �. ,t. a,� �,�11. ��. :;�Y....;;�� DIR. Landscape Water Use Calculations 7-Eleven of Cupertino Ste�ens Creek Boulevard 8 Bubb Road 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of landscape= 8.635 S.F. INPUT the Hist.ETo for the area= 50.37 MAWA{(50.37x0.62)[(0.7)�8190)+�0.3)�O)]}= 252 ccf/yr 2 Estimated Annual Water Use (�►W�) Hydrozone ii 1 INPUT Plant Factor= 0.5 (Med�um Drip) INPUT square footage of hydrozone= 8,565 INPUT hydrozone irtigation efficiency= 0.9 EAWU= 199 ccf/yr (�SD.37��OS�(5250�(0.62�]Ij�0.9)(748)] Hydrozone X 2 INPUT Plant Factor= 0.5 �Medrum Trees) INPUT square footage of hydrozone= 70 INPUT hydrozone irrigation efficiency= 0.8 EAWU= 2 CCf l yr [�50.37�(OS�(65)(0.62)]/[(0.8x748)] SubTot�EAWU= 2ot ccf!yr Average Irrigation System Efficienc o.e5 Total ETWU{(50.37)(0.62 (0.5N8635)]!(0.85)(748 }= 212 EAWU<MAWA= 40 ccf!yr SCH 40 PVC SLEEVING CHART $�AT�N*� 1 1/4"SLEEVE t-4 WIRES i/2'PIPE 1 1/2"SLEEVE 5-10 WIRES 3/4"PiPE C� 2"SLEEVE 11-20 WiRES 1"PIPE 2 1/2"SLEEVE 21-30 WIRES 1 1/4'PIPE 3'SLEEVE 31-40 WIRES 1 1/2'PIPE q_,qy yp1,VE 4"SLEEVE 41-60 WIRES 2�PIPE (�1�Q 8� 6'SLEEVE 61-99 WIRES 2 1/2"-3"PIPE 8'SLEEVE 100+WIRES 4'PIPE 10"SIEEVE N/A 6"PIPE G�VI�11/IG�I..G�IRJ SYMBOL MAIaJFACTUFl�i/MODEL i � �T%� ��3 � EXISTING IRRIGATION WATER MEiER �� N�A - HUNTER PC-600 SERIES IRRIGATION CONTROLLER EOUIPPED WITH W55 WIRELESS Q SOLAR-SYNC ET SENSOR AND MODULE LOCATED W A STRONG BOx SB-18SS 6 STA. 'A',L1-3 (i) PEDESTAL MOUNT VANDAL RESISTANT ENCLOSURE B EXISTING BACKFLOW PREVENTER TO REAIAIN,PROiECT IN PI.ACE. 1" N/A - • GRISWOLD 2260 NORAIALLY OPEN PRESSURE REDUCING MASTER VALVE 1" 'B'.LI-3 (2) • HUNTER FCT-700 FLOW SENSOR 1" �C',Lh3 - H NI8C0 T-585 BRONZE BALL VALVE 1 1/4" 'A',LI-2 - � HUNTER H0330-LRC OUICK COUPLING VALVE 3/4" 'B'.LI-2 - • HUNTER ICV REMOTE CONTROL ELECTRIC VALVE 1" 'C'.LI-2 - • HUNTER ICZ-101-40 DRIP CONTROL ZONE ASSEMBIY 1" 'D�,LI-2 - • HUNTER PlD-AVR AIR/VACUUM RELIEF VALVE �/2" �E�.��-2 ' - FLUSH VALVE 3/4" 'F',LI-2 - �� SCH.40 PVC IRRIGATION MAINLINE- 18"MIN.COVER 1 1/4" 'G',LI-2 - CLASS 200 PVC NON-PRESSURE LATERAL LINE- 12"AIIN.COVER 3/4° 'G',U-2 - —�—�— SCH 40 PVC ORIP EMITTER SUPPLY LINE PIAN SIZE �G',LI-2 - --____= SCH 40 PVC IRRICAiION PIPE/WIRE SLEEVE-24'MIN.COVER SEE CHART 'H',LI-2 - NOT SHOWN UF RATED CONTROL WIRE,12 GA COMMON,14 GA PILOT 12/14 GA 'D�.LI-3 - HUNTER PLD-06-18 LAIJDSCAPE ORIPLINE AT 18"O.C. - 'J'-'L'.L1-2 - (1) LANDSCAPE CONTRACTOR TO COORDINATE ELECTRICAL POWER W/ELECTRICAI CONTRACTOR (2) MASTER VALVE TO BE SET TO AN OUTPUT PRESSURE OF 60 PSI AND AOJUSTED IN THE FlElO AS NECESSARY �� / �� ` / � �, L��L t l��ndscapin;; � �_� i6o u�r��#�so Alamo,U 94501 phone.(925)469-0100 fu(925)606-1183 www.lan�landsaping.com 7 - ELEVEN �o s�va�s a�c e�w. CUPERTNO,CA 96014 designed by KCK drawn by KCK date 9.26.2014 revisions Irrigation Plan .. . - � � DIC�;�I.�,�R"�� ,�� / � t!i V �� .�i)��/.��'�� '� ... LI-1 sheet 1 of 4 - 2 IIN.� t. RECTANGULAR VALVE BOX WfTH BOLT-DOWN 9. VALVE BOX EXTENSION(S)AS REQUIRED UD AND SS BOLT 2. HEAT BRAND "BV�ON LID IN 2"HIGH NOiE: CHARACTERS USE TEFLON TAPE ON ALL MALE PIPE THREADS. I 3. FINISH GRADE * 1/2'IN TURF AREAS AND 4. 3/4"CRUSHED ROCK - 4" DEPTH 2"IN SHRUB AREAS 5. BALL VALVE PER IRRIGATION PLAN 6. COMMON BRICK - 4 REQUIRED 7. SCH 40 PVC MALE ADAPTER - 2 REQUIRED 8. MAINLINE PIPING PER IRRIGATION PLAN A Ball Valve ' � � . . � �4x��r,}i-f',i,�J3v��,'�` 1. RAINBIRD SEB-7X8 PLA5TIC EMITTER BOX 2. AIR REUEF PER IRRIGATION IEGEND 3. FlNISH GRADE 4. J¢"X�'i"PVC REDUCER BUSHING 5. BARB X FEMALE THREAD CONNECTOR: RAIN BIRD XFD-TFA FITTING 6. l¢"BLANK DRIPLINE TUBING: RAIN BIRD XF SERIES 7. BARB X MALE THREAO CONNECTOR: RAIN BIRD XFD-MA FITTING E Air Relief Valve 0 � 8. PVC TEE CONNECTED TO PVC HEADER PIPE 9. 3"MINIMUM DEPTH OF�'�"WASHED GR4VEL 10. COMMON BRICK - 2 REQUIRED 1. TREE TRUNK 2. 1REE ROOTBALL 3. 3"LODGE POLE PINE STAKES PER PUNTING PLAN 4. PLANT BACKFlLL PER PLANTING PLAN 5. BU86LER ASSEMBLY PER IRRIGATION LEGEND 6. FlNISH GRADE 7. UNDISTURBED NATIVE SOIL 8. 1/2'CUSS 315 PVC UTERAL LINE 9. SCH 40 PVC TEE AROUND PLANTING Pff 10. PEA GRAVEL IN BASE OF DRAIN PIPE • INSTALL ASSEMB�Y WITH CAP FLUSH TO GRADE I Tree Bubbler Heads NOTE: US � � ��. 1. 10"ROUND PIASTiC VALVE 8. PVC SCH 40 ELL-TxT BOX WITH LOCKING LID 9. SCH 40 PVC MAINUNE FlTTiNG AND SS BOLT 10. PVC SCH 40 MPJNLINE PIPING 2. HEAT BRAND "QCV"ON LID PER EQUIPMENT LEGEND IN 2"HIGH CHARACTERS 11. WALK, CURB. OR WALL, ETC. 3. FINISH GRADE 72. �4 REBAR, 18"MINIMUM 4. 3/4"CRUSHED ROCK 4"DEEP LENGTH SUPPORT STAKE 5. QUICK COUPLER PER LEGEND 13. STAINLESS STEEL CLAMP - 2 REO. 6. PVC SCH 80 NIPPLE ' 1/2"IN TURF AREAS LENGTH AS REQUIRED 2"IN SHRUB ARFAS. 7. PVC SCH 40 STREET ELL - TxT Quick Coupler Valve 1. MULCH PER PLAN 2. RAINBIRD SEB 7X8 EMITTER BOX 3. FLUSH CAP 4. EASY FlT COUPLING 5. 1/2"BL4NK POLYETHYLENE TUBING NOTE: 6. FINISH GRADE ALLOW 6"MINIMUM 7. PVC EXHAUST HEADER OF DRIPLJNE 8. SCH. 40 PVC TEE OR EL TUBING IN VALVE 9. BARB X MALE FfTTING BOX 10. DRIPLINE PER IRRIGATION LEGEND 11. 3'MINIMUM DEPTH 3/4'WASHED PEA GRAVEL 12. COMMON BRICK (2 NEEDED) Automatic Flush Valve �.. Mw, . 3 . " > . . .•. � : 2" MAX. . . . , . __ _ . . 4 >. .. 1. TOP OF MU�CH 2. L4NDSCAPE DRIP L.INES 3. FlNISH GRADE IN PLANTER AREAS, BACKFlLL OVER DRIPLINE 4. FlNISHED GRADE 5. SUB-GRADE OF NATIVE SOIL 6. (") LATERAL DRIP LINE SPACING -18 INCHES 7. RAINBIRD TDS-O50 TIE-DOWN STAKE AT 3' O.C. MAX. i�line Burial NOTES: TEE OFF 1ANNUNE TO BE SAME SIZE AS LATERAL LINE EXfTING VALVE. ON�Y REDUCE PIPE AT rHE v,a�vE. sizE eox FOR CONTROI VALVE qNp BALL VALVE TO FTT WITH � ADEQUATE OPERATION OF BALL VALVE HANDLE. � t 8"-2a., . ■�- � 1 � �� 1�1�,�.�7 II■�.�III1��!II;�;�II` �� U �� . �� NOTES: j�=/ TEE OFF MAMLINE TO BE SAME SIZE AS LATERAL LINE EXITING VALVE. ONLY -�3 REDUCE PIPE SIZE AT VALVE. JUMBO VALVE BOX TO BE USED TO FlT ALL EOUIPMENT WRH EASY � ACCESS TO BALL VALVE AND FlLTER FOR CLFANING. � � -� ,r� � -�c � 14 18"-24" 12 � 16 n _ _ _ � in� ��,� 1. ELECTRIC CONTROI VAWE PER LEGEND 2. JUMBO' PLASTIC VALVE BOX WRH BOLT 9• �C LATERAL LINE PER LEGEND DOWN UD AND SS BOLT- HEAT 10. PVC SCH 40 ELL- SxS BRAND STATION NUMBER 1 1• P'VC MAINLINE PER LEGEND ON LID IN 2"HIGH CHARACTERS 12. SCH 40 PVC MAINLINE FITTING 3. FINISH GRADE 13. 3/4"GRAVEL- 6"DEEP 4. PVC SCH 40 MALE ADAPTER- SIZE AS 14• 'CHRIST'f'S' I.D.TAG OR EQUAL REQUIRED -TYP. OF 2 15. BALL VALVE PER EQUIPMENT LEGEND 5. WATERPROOF WIRE CONNECTOR WITH 36" �E SIZE AS CONTROL VALVE COILED EXPANSION LOOP 16. PVC UNION - SIZE AS REQUIREO 6. WIRES FROM CONTROLLER 7. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER + 1/2"IN TURF, 2" IN PLANTER C Remote Control Valve 1. FINISH GRADE 2. CLEAN BACKFlLL - 90X COMPACTION REQUIRED - SEE SPECS 3. NON-PRESSURE LATERAI L1NE PER LEGENO 4. PRESSURE SUPPLY UNE PER LEGEND 5. CONTROL WIRES - INSTALL BELOW PRESSURE SUPPLY LINE 6. PROVIDE 2"OF CLEAN BACKFILL BELOW PRESSURE MAINLINE NOTES: BUNDIE AND TAPE WIRES AT 12'O.C. PIGTAIL AND LOOP CONTROL WIRES AT AU.90' CHANGES IN DIRECfION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE CITY. 36"MIN.COVER IS REQUIRm f'OR RECWMED WATER M/UNUNE(WHERE APPIJCABLE). INSTALL 1'x1'X1'THRUST BLOCK AT ALL TERMINAL POINTS ON M/UNUNE. G Trenchina 1 � 4 9 3 3 6 8 5 3 3 7 3 1. PVC PIPE(PER LEGEND) 2. SCH. 40 PVC TEE 3. LANDSCAPE DRIP TUBING(PER LEGEND) 4. SCH. 40 PVC MALE ADAPTER 5. COMPRESSION ADAPTER FITf1NG 6. SCH. 40 PVC CROSS 7. COMPRESSION COUPLING 8. C0IAPRESSION EI.BOW FITfING 9. COMPRESSION TEE FlTfING NOTES: ALL PERIMETER LATERALS ARE TO BE 2"TO 4" FROM THE EDGE Of PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VA�VE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. K Drialine Fittinas • 1/2"IN TURF, A_� 2"IN SHRUB AREAS 2 I � �r � � i 2.� � 1. ELECTRIC CONTROL VALVE PER LEGEND 9. PVC LATERAL LINE PER LEGEND 2. JUMBO PLAS7IC VALVE BOX WfTH BOIT 10. PVC SCH 40 ELL- Sx5 DOWN LID AND SS BOLT- HEAT 11. PVC MAINLINE PER LEGEND - TYP BRAND STATION NUMBER 12. SCH 40 PVC MAINLINE FlTTING ON lID IN Y HIGH CHARACTERS 13. 3/4"CRUSHED ROCK - 6"OEEP 3. FlNISH GRADE 14. 'CHRISTYS' NON-POTABLE I.D. TAG 4. PVC SCH 40 MALE ADAPTER OR EOUAL 5. WATERPROOF WIRE CONNECTOR WITH 36" 15. BALL VALVE PER LEGEND COILED EXPANSION LOOP 16.Y-FIITER PER 6. WIRES FROM CONTROLLER 17. PRESSURE REG � 7. COMMON WIRE TO OTHER VALVES ON 18• SCH,�Q.f'YE.. ��j / 19. SCH+iL��6r`�y��,t` n ,..q s*-,.�'t q r. : SAME CONTROLLER �,; , 8. COMMON BRICK - 4 REQUIRED 20. PVC,4NIQN._-SI $"REtI IR�D `'t +� �r�,.,=4 a g� ,.. /�? ---t./ D Dri Control Valve �� a , � - _ �� R 3 0 � �., m � Q _ U W �� 6" �--- 2� - �- <3" 24" 1. HARDSCAPE(TYPICAL) �2 PRESSURE �NDSCAPE 3"+ 36" 2. CLEAN &4CKFILL- 90i COMPACTION MAINLJNE VEHICULAR <3' 30" REQUIRED - SEE SPECS pAVING 3'+ 36' 3. SAND (TYPICAL) <3" 12" 4. NON-PRESSURE LATERAL LINE/ LANDSCAPE SLEEVE(SIZE PER CHART) NON PRESSURE 3�+ 18' 5. CONTROL WIRE SLEEVE AWACENT TO �q7ERqL VEHICULAR <3' 24" MAINLJNE SLEEVE(SIZE PER CHART) 6. PRESSURE SUPPLY UNE/SLEEVE(SIZE PER CHART) PAVING 3"+ 30" H1.IE$: SIZE ALL SLEEVES PER SIEEVING CHART ON PU�NS.D(TEND SLEEVES 12'BEYONO EDGE OF FIARDSCAPE ON 80TH ENDS.RECWMED WATER SLEEVES TO BE A MINIMUM 42'-48"DEEP(OR PER WATER DISTRICT STANDARDS)WHERE r�ucne�. H Sleevina 1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBWG 2. AREA PERIMEfER 3. LANDSCAPE DRIP TUBING (PER LEGEND) 4. P1/C FLUSH MANIFOLD 5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGUTATOR (SEE RCV DEfAIL) 6. MANIFOLD-TO-ELBOW CONNECTION 7. PVC SUPPIY MANIFOLD 8. AIR/VACUUM RELIEF VALVE(PER LE�END) PLUMBED TO BIANK TUBING AT EACH HIGH POINT 9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS NOTES: ALL PERIMETER LATERAI.S ARE TO BE 2" TO 4" FROM THE EDGE OF PLANTER AREA. iqline Center Connection �� / �__ ` L�`L�,�> '� l��ndscap�n�, , � j i 6o u�,o��#�aa Alamo,U 94501 phone.(925)469-0700 fax.(925)606-1183 www.land�ndscaping.com ��`� a��` ��V. DtR. 7 - ELEVEN LhlJN JIG��7\rf1GGn 0.�. CUPER'iNO,CA 95014 designed by KCK drawn by KCK date 9.26.2014 revisions Irrigation Details plan scale: N.T.S. D[(i��.t�R��. �,,1��.�. � ♦ ��l V � �3(tl(�l.(��-1 l.r�1��l��1 .�. LI-2 sheet 2 of 4 0 MV ��=�=J� � O �� 1�1�� 0 " � 0�� !'! � : ' Q Q 0 � ' Q ��1 Q ��;!;IIIII��III;i;1■Ili;i;'ll�� I � s.�� Q � �•• - :,. � � ir.T�y:ri4.:!?i.- �.� Q ,�` �i��' •�� ii� i. CONTROLLER ENCLOSURE PER LEGEND AND/OR NOTES 2. AUTOMATIC CONTROLLER PER IEGEND 3. FlNISH GRADE 4. DIRECT BURIAL CONTROL WIRES TO VALVES 5. 3'PVC SWEEP ELL - EXTEND BEYOND EDGE OF BASE 6. 'QUICKPAD' ENCLOSURE MOUNTING PAD PER MFG'S SPECS 7. SLOPE EDGE OF BASE 1X TO DRAIN AWAY FROM ENCLOSURE 8. 120V AC POWER IN CONDUIT 9. 120V ON-OFF SWITCH WITH CONVENIENCE OUTLEf 10.TERMINA�STRIPS FOR CONTROL WIRES 11. 5/8"x 5' MIN. LENGTH COPPER GROUNDING ROD 12. EXTEND EDGE OF BASE 6"BEYOND EDGE OF ENCLOSURE 13. GROUND CONTROLLER PER MANUFACTURER • EXTEND 4"ABOVE TOP OF BASE Controller Q� 1. ORIP EMITTER PER IRRIGATION LEGEND 2. GIH18 18" RISER ASSEMBLY 3. MULCH PER PLAN 4. FINISH GRADE 5. SCHEDULE 40 PVC ELBOW,TXT 6. P'VC TEE SCH. 40 OR ELBOW LINE SIZE 7. SCHEDULE 80 PVC NIPPLE.TXT, MAXIMUM 24"LENGTH.. D I Dria Emitter �� ,�, � �� , � �� , � � i � � __�/ _.__� � , ,; i, j, � � � I I� i �� 1 ,� � ' _ 12 1. ELECTRIC CONTROL VALVE PER LEGEND 2. RECTANGULAR VALVE BOX WfTH BOLT-DOWN UO AND SS 3. HEAT BRAND "MV'ON LID IN 2'HIGH CHARACTERS 4. FINISH GRADE 5. PVC SCH 40 MALE ADAPTER 6. WATERPROOF WIRE CONNECTION W/36�EXPANSION LOOP 7. �14 UF WIRES TO CONTROLLER MASTER VALVE OUTPUT 8. 3/4'CRUSHED ROCK- 6"DEEP 9. COMMON BRICK - 4 REQUIRED 10. PVC MAINLINE PER LEGEND - LENGTH AS REQUIRED 11. PVC SCH 40 ELL-SxS 12. MAINIJNE PIPING fROM POINT OF CONNECTION 13. MAINLINE PIPING TO CONTROL VALVES 14. PVC UNION - SIZE AS REQUIRED • 1/2"IN TURF AREAS, 2"IN SHRUB AREAS B Master Valve IRRIGATION NOTES: 1. GENERAL-ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. A. THE CONTRACTOR SHALL VERIFY AlL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIA81LfTY AND PROPERTY DAMAGE INSURANCE,AS REQUIRED BY THE CfTY/OWNER. 2. SCOPE OF WORK -UNLESS OTHERWISE SPECIFlED,THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLATION ANO TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS.AND FIl'fINGS;AND THE FURNISHING ANO INSTALLATION OF SPRINKLER HEADS, CONTROLLERS, ELECTRIC CONTROL VALVES, EXCAVATION AND BACKFlLL,AND ALL OTHER WORK IN ACCORDANCE WfTH THESE PLANS, DEfAILS,AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERI,4�, EQUIPMENT PROPERTY,TRANSPORTATION,AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLEfE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPUEO, BY THE DRAWINGS, DEfAILS,AN�NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT UMITED BY IT,ARE THE FOLLOWING: A. INSTAL�COMPLEfE OPERABIE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DEfAILS, NOTES.AND IEGENDS. B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAI AND WORKMANSHIP, INCLUDING SEffIJNG OF BACKFILLED TRENCHES BELOW GRADE, FOR A PERIOD OF ONE(t)YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3. THE LANDSCAPE ARCHfTECT SHAIL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABIE FUI.FlLLMENT OF THE CONTRACT. 4. PIPING AND V,4�VES SHOWN ON THE PUWS ARE DWGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WfTH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. 5. THE CONTRACTOR SNALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND T}iEFf AND REPLACE ALL DAMAGED OR STOLEN PARTS AT H�S EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER/CITY. E General Irriaation Notes '� �, i `,, �' � �� l 01 _-- "- • � �� • �� s _� �_ � � ;' i � ;�' • ��, ;' • , • % • • ` , � � � ' i ' � ' i 1 � �I I j � 1 � J � � � 8 ' �l�' -�c�?I�l-- Shrub Drip Emitter Lavout ��-;�' :�`�" ` id� �' �y'�y;.' , .',.. 4�..A Y . .�'.�`o y +�, :i..... � 1. ORIP EMITfER PER IRRIGATION EOUIPMENT LEGEND 2. CONNECT EMITfER TO ORIP SUPPLY LINE PER DETAIL 'D', THIS SHEET 3. DRIP SUPPLY LINE PER IRRIGATION PLAN 4. IRRIGATION LATERAL PER IRRIGATION PIAN 5. DRIP CONTROI VALVE ASSEMBLY PER PLAN 6. IRRIGATION MAIN�INE PER PIAN 7. SHRUB PER PLANTING PLAN 8. EDGE Of HARDSCAPE/PLANTER AREA PER PLAN �:�� x�`�►�"i.��a'�"'r ��V. DIR. � SIRAMHT PIPE.10r VIDE DIA. STRAIGH7 PIPE-5.RPE DIA. i, 10"ROUNO PLASTIC VALVE BOX 8. PVC MAINLINE TO SYSTEM - WITH LOCKING UD AND SS BOLT PER LEGEND 2. HEAT BRAND "FS'ON LID IN 9. VALVE BOX EXTENSIONS AS REQUIRED 2"HIGH CHARACTERS 10. WATERPROOF WIRE CONNECTORS WITH 3. FlNISH GRADE 36' IXPANSION LOOP 4. 3/4"CRUSHED ROCK - 4"DEEP 11. CABLE TO TRANSMfiTER/CONTROLLER 5. FLOW SENSOR PER LEGEND PER MANUFACTURER 6. COMMON BRICK- 4 REQUIRED • 1/2"IN TURF AREAS 7. PVC MAINUNE FROM POC - PER LEGEND 2"IN SHRUB AREAS Flow Sensor 6. IXTREME CARE SHALL BE DCERCISED IN D(CAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTIIRIES AND BE RESPONSIBLE FOR ANY DAMAGE. 7. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS,AND RUBBISH INCIDENTAL TO HIS WORK. 8. IRRIGATION DESIGN IS BASED ON 60 PSI AVAILABIE WATER PRESSURE AT 8 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUCTION; SHOULD A DISCREPANCY D(IST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO START OF WORK. 9. CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION AS NOTED ON THE PLANS. 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBIE FOR CONNECTING 120 VOI.T SERVICE TO THE CONTROLLER; ELECTRICAL POWER WILL BE PROVIDED BY OWNER AT THE CONTROLLER LOCATION SHOWN ON iNE PLANS. 11. ALL WIRES SHALL BE SOL1D COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG�12 WHITE; ALL CONTROL WIRE SHAI�BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES WHEN TWO OR MORE CONTROLI.ERS ARE ON PROJECT. 12. ALL CONTROL WIRES AND IRRIGATION PIPE UNES THAT RUN UNDER PAVING SHA�L BE ENCASED IN SCH 40 PVC PIPE SLEEVES. SLEEVES SHALI BE SIZED ACCORDING TO THE CHART ON THE PLANS. 13. FlNAL LOCATION OF CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHfTECT OR THE OWNER'S AUTHORIZED REPRESENTATNE. 14. CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON OUTSIDE OF ALL VALVE BOX LIDS. 15. ALI.BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED-LUBE JOINT COMPOUND(OF APPROVED EOUAL). ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. 16. ALL PVC SOLVENT-WELD CONNECTIONS SHAL� BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENOED B`(THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHAIL BE APPLIED AT ALL CONNECTIONS. 2 1 3 ��;� ___� .., a r:'_`_ 5 s �� _-�-�_�- 7 8 1. SUP BASE SOCKEf OVER END OF WIRES 2. STRIP WIRES APPROX. 5/8" FROM ENDS -TWIST TOGETHER 3. APPIY SEALER TO OUTSIDE OF SEAUNG PLUG ANO FlLL CAVITY WITH SEALER 4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLEfE SEALJNG OF CONNECTION 8. COMPLEfED WATERPROOF WIRE CONNECTION D I Wire Connections 17. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DEfERMINE IN THE FIELD WHICH HfJ4DS DRAIN AFfER THE VALVE IS SHUT OfF. CONTRACTOR SHA�L PROVIDE AND INSTALL ADDITIONAL IN LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 18. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18"-24"MINIMUM COVER (PER DETAIL). UITERAL UNES TO HAVE 12"MINIMUM COVER. i9. THE RADIUS OF EACH HEAD IS TO BE AWUSTED TO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVERSPRAY ON BUILDINGS, WALKS,AND WALLS, EfC. IS MINIMIZED. 20. UPON COMPLEfiON OF THE PROJECT,THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: A. A REPRODUCIBLE SEf OF "AS-BUILT"DRAWINGS AND CONTROLLER CHART. B. 2 KEYS FOR EACH CONTROLLER AND CONTROLLER ENCLOSURE(AS APPLICABLE). C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWNELS. D. 4 OF EACH SPRINKLER HEAD SPECIFIED. 21. AS-BUILT DRAWINGS -THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS-BUIIT" RECORD SEf OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FlNAL INSPEC110N, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE 'AS-BUILT'SEf TO A REPRODUCIBLE MYLAR,PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, lOCA71NG THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES. MPJNUNE AND CONTROL WIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLERS,AND OTHER PERTINENT UNDERGROUND ITEMS. 22. CONTROLLER CHART- UPON APPROVAL OF THE FINAL"AS-BUILT"DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED AS FOLLOWS: A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED "AS-BUILT"SYSTEM (A BLACK-UNE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW,COLORED WITH A DIFFERENT COIOR FOR EACH VAWE STATION). B. WHEN COMPLEfED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BEfWEEN TWO (2) PIECES OF 20 MIL CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUA�. 7-Eleven of Cupertino Watering Schedule for first six months after plant installation Station Ap.Rt. Min./Wk. Irr.Days Plant Base Month Jan Feb Mar Apr May June July Aug Sep Oct Nov Dec "/Hou� Ap.Rt.x60 Per Wk. Factor Run Time Weekly Eto 0.34 0.45 0.78 1.05 1.35 1.48 1.60 1.43 1.10 0.78 0.38 0.30 1 19 3.16 5 05 032 0 0 0 0 1 1 1 1 0 0 0 0 2 0 44 136.36 5 0.5 13.64 6 7 13 17 22 24 26 23 18 13 6 5 3 0,44 136.36 5 0.5 13.64 6 7 13 17 22 24 26 23 18 13 6 5 4 19 3.16 5 05 0.32 0 0 0 0 1 1 1 1 0 0 0 0 5 0 44 136.36 5 0 5 13.64 6 7 13 17 22 24 26 23 18 13 6 5 6 0 07 857.14 5 0.5 85.71 35 46 80 108 139 152 165 147 113 80 39 31 Total Run Time/Min. 52 69 119 160 206 226 244 218 168 119 58 46 Total Run Time/Hour 0.87 1.15 1.99 2.67 3.44 3.77 4.07 3.64 2.80 1.99 0.97 0.76 7-Eleven of Cupertino Watering Schedule following six month plant establishment period Station Ap.Rt. Min./Wk. Irr.Days Plant Base Month Jan Feb Mar Apr May June July Aug Sep Oct Nov Dec "lHou� Ap.Rt.x60 Per Wk. Factor Run Time Weekly Eto 0.34 0.45 0.78 1.05 1.35 1.48 1.60 1.43 1.10 0.78 0.38 0.30 1 19 3.16 3 0.5 0.53 0 0 0 1 1 1 1 1 1 0 0 0 2 0.44 136.36 4 0.5 17.05 6 8 13 18 23 25 27 24 19 13 6 5 3 0.44 136.36 4 0.5 17.05 6 8 13 1S 23 25 27 24 19 13 6 5 4 19 3.16 3 OS 0.53 0 0 0 1 1 1 1 1 1 0 0 G 5 0.44 136.36 4 0 5 17.05 6 8 13 18 23 25 27 24 19 13 6 5 6 0.07 857.14 4 0 5 107.14 36 48 84 113 145 159 '71 153 118 84 41 32 Total Run Time/Min. 54 72 124 167 215 236 255 228 175 124 61 48 Total Run Time!Hour 0.90 1.19 2.07 2.79 3.58 3.93 4.25 3.80 2.92 2.07 1.01 0.80 2•=,° IG I Waterina Schedules ��T�S AF�LIMITED TO THE h�OURS OF 8 PM TO 10 AM '� \\ / �. � L�L� l��ndscapin�, i � 160 Al�rtw Plui#780 Al�mo,U 9450T phone.(925)469-0700 hx.(925)606-1183 wwv►.landflandscaping.com 7 - ELEVEN LM7V�71G►CJ�►7 Cfrrn OL.�. CUPE�TNO,CA 9501�4 designed by KCK drawn by KCK date 9.26.2014 revisions Irrigation Details plan scale: N.T.S. Dj[(��l.t�K��. ��1�� i � ♦ l!/ V � (�1 U.f��1 l.��1�-1��1 .... LI-3 sheet 3 of 5 �4 o i -6��6 p,o, /4 5 5 5 5+_:- / 4 5 5 5 5 ?�..„y _ -- 4 5�g 5 5 5� -:� / / 5 5 g /4` �:4 �5- 51 ., 5 4 �5-��g. 4 GE MASSING OF ACCENT PIANTS ;;4 5 5�5)5"%, 4 AT THE ENTRY SIGN ^�5 5 '�� 4 '4(5 5 5 51� 4 � � I' , , � i � �� 6�61� � 6 6_ C\�;( ` I 3�,7 >3VF 7 ',-,r: 3(�� ,.;t 3�`�=- � 7 i--STREET TREE(PER ��// � , � � ,\ s '�6 � 6.�i�v �, �---STREET TREE(PER LEGEND) , � � , , V G � � � � O � O � I� i-STREET TREE(PER LEGEND) �� '�` \ �� 3 t � 8� l,�. '� �� 8 3`'` � �(g 1"� \ 3`.9?y \ _�,� .,{.; STEVENS CREEK BLVD. fXISTING TREE TO RE;AIN (ADD 3'LAYER OF N�lD MULCH UNDER Tt;ES) -r�� — � BUILDING rSCRFEN SHRUBS FOR IRRIGATION CONTROLLER � I �f� � y' 7�(glg; ' � �` 9 1'�-• r � 9 7 ,r`'y-�,-..-. �'- 81��; �gl� �8).. ON RnOLN � � c � �� , �.�i��'aa i� �10 10' '� � ,O 7 �� LARGE SCREQ�!SHRUBS AGAIN3T NEIGH80RING , ,��n �.r�,- �� ) ..-r'� J�I..J•.�( r'f�, ��.,� �� 5�,�� r� < ��.�>�-��-, �",,� s _�-� � g��',,.,��s-2,.,<�'t —. 8 -�.� . 8;. / �'- 8�:: ET TREE(PER LEGEND) �+�_��/� -.,:^3 --�3 —3 =.� ,— . ;t �.� .;.. 6 6,�6,��? 6i�+� ;J ;:3 3—`'3`3 ' � �4 3 x� + . _. 1 . a:'c ... "! ,;,. �51(1!�53�5)(� 7 ��f �( 7 �.7,��i`��,� ��jf` R�`�1'-I ,-.F�� I .- � . ..,.��; �,.S�,J.��... (5)t,5)��(51 5 �j��''g'� 81�1t 8)�1�1��{��"-�)�. ��.,�r8 , . '. ' _...__ .. . - .�» ... t8 - � ��-. /-� `'. .... , ,,.-.. �-- -- ,.=c �-r� ,�,� �(�-�-8�i�E�If i�;E�) � h ,,� � � ..w,r,,,,rar��ir ��8)�8 3��8��8 ��8)'�°,,�.V.��,. 'J, ` "v�...��i,l(t:� �i y, {Y�Y �,.�� D'f1. �� . �--.l�`g� � , � � . � �I,� 12 I� �8 - ,J� f 8 i�� '' SCREEN OLEANDER SHRUBS TFIAT UATCH , , � ,�� ti� ,,-.'`�n,� 12 �/ THE SHRUBS ON NEIGHBORING PROPERTY �t� �� ..��•r�� `;�t ��*��. � EXISTING TREES TO REMN �8 � � � �( � �,J( t� � �.�"'�'i,� \\�� `''1�1:�, � c�', "�,�_V,��,'.5 t' B� g �� i �� 12 � �,�� L��'�''� �<�� 1�, � LARGE MASSING OF LOW GROWING, ��'�._� 1 `"'�-%z� �r'°�i� LOW MAINTENANCE 6ROUNDCOVER x �z I� IRRIGATION: 8�� , 1 �8 3` ^.` ' � � �°.A�i - ALL PLANTS ANO TREES WILL BE IRRIGATED 8Y AN AUTOMATIC IRRI6ATION SYSTEM,SEE IRRIGATION PUWS r � ,` �� . � �z ; ` �, ` , �8��8 3 t � � �fk—�;.� ABOVE GROI�llllLtilFS: �l�g i ` � � �Z � - ALL ABOVE CROUND UTlll?1ES WILL BE SCREENED WRH APPROPRIATE EVERGREEN SHRUBS �-� � t a��) `x—�,,~' �a!f,.;/ �1 1 � � �� 12 � ACCFM PAVING/FIARDSCAPE ��1�.3 ' � � ��"��,I - REFER TO ARCHITECT OR CML'S PWJS �� t 8 j � � �;� 12 ,i� t•�,/�a' ` � �'� _ � : - . ��.� ('s�� z sror�wn��n�Exr,u�s: xr � � �g�j-.3 � . � � ,,_` ,,� - REFER TO CML'S PIANS -''�,8,, ' 1 ` � -�'"� � - INSTALLATION SHALL BE SUBJECT TO NPDES STORMWAiER DISCHARGE PERMR �8�r-, �. REQUIREMENTS AND CHAPTER 9.18 OF THE DEP'f.MUNICIPAL CODE (8) ; 12 � f 8)..-, �. I �(8� ,.� : � t i �--�-�,;i �> > ' � � � �� -��3 �� t 2 f8�^ '� � `'�� --1� � � ; , . , , <, � 12 � ��e� ,�--,,:; `.;--�'I ��'� ? � , . , ` , � '�! 12 ,� r._,,..,�```�, ' ". LARGE SCREEN SHRUBS y ��a�,- , - �; �� '� 2 j ��`�, ,�r-=-+�1 "��-��'� �..��; y�`i1��. 1 !� 12 p � f ; 2 � '�,�� < � ��.�.°�.,�'� l� ..S/vr �,Zf, _ � � r� �� ;1�� ,,�r(�� . > r"'+�--�� 2 I f , ,^- r � �� 1,=�� -��'' 2 �j�. ) ' �' � `'2 �"`�,� �, � ;=�;� .�� ' r�� 'r`l �x� �J � �, �� `�.,,, ISfING TREE TO REMNN -,.' ,y` 2 & y 2� � ;vt `M�=' � iun.oiNC �� 2 �'-y.._,,;.: vi � � � �,�. 2 �yJ.A= _^k 2 ��._�✓ :��:='�'� ti 2 ��`j-�,+; r,_ r� �7� � ,. r �,.� ;�r�� ^`L��= �:� -EXISTING TREE TO RQANN (ADD 3"LAYER OF WOOD MULCH UNDER TREES) NORTH PLANTING LEGEND: BOTAPdI�.:: P•JAME C�.��MM�_�N NAME lNATER USE ilUANTIT'r SIZE i� SFACINt; GETAIL 7REES s.V�� D(ISfING TREE TO REWUN - - - - - z7`"�� O GINKO 81LOBA'fNR1A0UNT'(MALE SPECIES) MAIDENHAIR TREE MEDIUU 6 24"80X 'A'.'B'�SHE�LP-2 sr�s�cROUNOCOV� t CEANOTHUS GlORIOSUS'ANCHOR BAY WIID uIAC LOw 2 PFiOTINIA X FRASERI PHOTINIA MEDIUII 3 ROSA'FIOWER CARPEf'(WHfTE BLOOMING) fLOWER CARPET ROSE MEDIUM 4 LANipNA MpNTEVIDENSI$ PURPLE LANfANA LOW 5 ANIGOZANTHOS'PINK JOEY PINK KANGAR00 PAW LOW 6 PHORMHIM i1NY TIGER' DWARF NEW ZEAUWD FlAX LOW 7 PITfOSPORUM TOB�2A 1MHEQERS DWARF' TOBIRA MEDIUM 8 RHAPHIOLEPIS'GULF GREEN' GULF GREEN W1WfHORN lOW g FESTUCA GlAl1CA BLUE FESCUE LOW 10 ROSA'FLO'NER CARPET'(PINK BLOOMING) FLOWER CARPET ROSE AtEDIUAI 11 HEMEROGWS'Rm VELVfT' EVERGREEN RED DAYIJLY AIEDIUAI 12 NERIUN OLfANDER(PINK BLOOMING) PINK OLF�WDER LOW VINES V1 FlCUS PUMILA CREEPING FIG IAEDIUM ALL TREES WfTHIN 5'OF HARDSCAPE TO RECENE ROOTBAftRIER,SEE DEfAIL'B'SHEET LP-2 ML PUNfER AREAS TO RECF]VE 3"UYER OF SHRE�m REDWOOD MULCH 61 16 24 �s 50 58 44 97 �2 5 21 14 4 t CAL/8'O.C. 'C',SFIEET lP-2 s ca�./�'o.c. 'c•,s�+�r�e-2 �c�./a'o.c. 'c',s�r�a-2 ,cu..,a�o.c. �c�,sr�r�-z 5 GAL/30'O.C. 'C',SHEET lP-2 1 CAL/30'O.C. 'C',SHEEf LP-2 5 GAL/S'O.C. 'C',SHEEf LP-2 5 GAL/36'O.C. 'C',SHEET lP-2 ,ca�.��o•o.�. ��.s��r�-2 ,�.i,�o.�. ��,��-2 �c�u../2a'o.c. 'c',s►�r�a-2 5 GAL/7' O.C. 'C',SHEEf LP-2 5 GAL./10' O.C. 'E'.$HEEf LP-2 I HAVE COMPLIED W11H THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPUED THEM FOR THE EFFlCIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. -�� / =� � L�L�landscaping °' -� ��a ��9� �� 160 Alamo Plu�#187 u��,U 94501 phone.(925)469-0100 fu.(915)606-1183 mrw.landllandsc�ping.com �pNDSCAPF �� NpZS Np q'P�+� �05 s� % � � J -� * q�a e * J' e^�� Q e \ 9fF�F C A��`�� 7 — E�E�EN 21530 STEVENS CREEK BLUD. CUPERTINO, CA 95014 designed by RK drawn by RK date 9.26.2014 revisions . PLANTING P�AN •� � - • �[�;�r�� ''� 1 ��l V ♦ •1/ •/ I I I ' ... �P-1 sheet 1 of 2 , ,� ��'��j�� ;�,,�6,':; � ` '�"/; � ��ii �` ,;� i�; ;,:'-� '_'^_ ��i'� 1. TREE PER PLANTING PLAN 2. TWIST-BRACE TREE TIES ATTACH TO STAKE WITH W000 SCREWS 3. 2" DIA. x 10' LONG LODGE POLE STAKES, FOR 15 GAL-24" BOX TREES. 3° DIA. x 10' LONG LODGE POLE STAKES, FOR 36" BOx ANO GREATER SIZE TREES. 4. PLANT 7ABLETS PER PLANTING SPECS/NOTES S. - 6, FINISH GRADE 7. ROOTBALL SET CROWN 2"ABOVE FINISH GRADE 8• BACKFILL MIX PER PLANTING SPECS/NOTES 9. NATIVE SOIL 10. WOOD MULCH - DEPTH PER PLANTING PLAN A Tree P an tin a N.T.S. B EIUi _.� -li�_ ':._i J J Q x m � � � 3X ROOTBALL 1. FACE OF WALL OR BUILDING 2. PROP TOP OF STAKE AGAINST WAL�OR BUILDING 3. SET ROOTBALL TIGHT TO FOOTING, REMOVE A�� TRASH OR CONCREfE AT PLANTING HOIE 4. BACKFILL PER PLANTING NOTES/SPECS 5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER) 6. FINISH GRADE PER PLAN 7. WOOD MULCH - DEPTH PER PIANTING PLAN 8. NATIVE SOIL n Wa P anti N.T.S. „Dii2-,�� -��_ �, . �.r.�. �, , , �• + , .:. .4 �.;� tr �`L � ` _�. , � ,/O.��,�� .wl �� ,,, F _. . , . ,..-a ;. �-,: .��.,.. �,,,,, ,�i •,--�-`.--- .;��;,,�_`;° "�:��=�?r. r�c� ._ J J�'� -�`''i-� -�., >,-- 1. TREE PER PLANTING PIAN 2. ROOTBAIl 3. STAKE PER 'TREE PLANTING' DETAIL 4. EARTH WATERING BASIN PER 'TREE PLANTING' DETAIL 5. FINISH GRADE 6. DEEP R00T BARRIER AT EDGE OF HARDSCAPE- 18" DEEP ON WALK SIDE, 24" DEEP ON CURB SIDE. 10' LONG CENTERED ON TRUNK 7. TREE PLANTING PIT 8. STREET CURB PER STREET IMPROVEMENT PLANS 9. COMPACTED BACKFILL MIX PER PLANTING SPECS / NOTES 10. PLANT TABLETS PER PLANTING SPECS/ NOTES 11. WOOD MULCH - DEPTH PER PLANTING PLAN 12. CONCRETE PAVING PER PLAN NOTE; ROOTBARRIER TO EXTEND 5'TO EITHER SIDW OF TREE TRUNK Root Barrier N.T.S. K 1. SHRUB PER PLANTING PLAN 2. WOOD MULCH- DEPTH PER PLANTING PLAN 3. PLANT TABLETS PER PLANTING SPECS / NOTES 4. FINISH GRADE 5. EARTH WATERING BASIN (RAKE SAAOOTH PRIOR TO PLANTING GROUNDCOVER) 6. ROOTBALL: SET CROWN SLIGHTLY ABOVE FINISH GRADE 7• COMPACT BACKFILL MIX PER PLANTING SPECS / NOTES 8. NATIVE SOIL Shrub Plantina FERTILIZER PROGRAM: THREE(3) FERTILRER APPLICAT10N5 ARE TO BE APPLJED TO ALL PLANTING AREAS AT THIRTY (30) DAY INTERVALS USING THE FOLLOWING FORMULA: 5 LBS. 16-16-16 COMMERCIAL FERTIUZER PER 1000 S0. Ff. AFTER ALL SRE GRADING HAS BEEN COMPIETED, THE CONTRACTOR SHALL OBTAIN,AT HIS EXPENSE,AN AGRONOMiC SOILS TEST. THE TEST SHALL BE PERFORMED BY AN APPROVED SOII LAB AND SHALL INCLUDE ALL OF THE ABOVE INFORMATION. THE RECOMMENDATIONS OF THIS REPORT SHALL TAKE PRECEDENT OVER THE ABOVE OUANTITIES ONLY WHEN THEY EXCEED THE SPECIFIED MINIMUMS. Sn�l PREPARATION f BACKFILL NOTE: TC! ALL �IEW PLP.NTIN� AP,EA� !,SHRUB ANG GROUND CUVER). R�)TOTILL THE FVLLOWI�IG AME�lDMEtJT; T�_� 9" DEPTH IN ALL PIANTIN�; AREAS: iOMP��ST AMEND AT THE RATES I�IDICATEG Bi A _C�IL A��IA��SIS TU BPIhJ�=THE ��R��ANIC �dATTER CO��ITE�JT?0 A MIN OF�.5'� Y DR(WE!�HT OR 1" ��F C�MPU�T 1F-16-16 COMMERCIAL FERTI�I�EP - I"' LBS PER IOr�p �Q F7. BAChFILL Mlx FOR TFEE�, �HkUES, A��1D VINES SHALL BE A_ F�!L�uW�: 6 PAP.TS BY VOLUME O�J--�ITE S�:�IL 4 PARTS BY VOLUME COMPOST AS ABOVc I LB. 15-1 b-1 E i,GMMERCIAL FERTIU�ER PER �U �D. UF M!� = L6S. IRON SULFATE FEP. CU. YD OF MI'.: {**IMPURTED TOPSGIL TO MEET ORGANII"; MATTER GOI`JTENT GF A MtN _.5'� Bi DP.Y WEIIiHT OR SUBMIT `;OILS REPORT THAT IDENTIFIES EXISTIN�TOP501� MEET� OR;A,NI� MATTER i.n�JTENT OF ;.5? Br DFr WEIGNT.'** N.T.S.ID I Soil Prep / Fertil izer � N/A W �� \` / � � L�L� landscaping aas� � �Ja 9r� •p I60 Alamo Plua#181 u��,G 94501 phone.(925)469-0100 fu.(915)606-I183 www.lindllandscaping.com �PNDSCAPF ��,0 ,�aazs roo q�PC'y �Oh J'� /� x n J -� * �a � * � enewd a e Q � � 9f��F C A��F�� 7 - ELE�EN 21530 STEVENS CREEK BLUD. CUPERTINO, CA 95014 designed by RK drawn by RK date 9.26.2014 revisions P�ANTING DETAI�S plan scale: AS NOTED �- �I�J��-t�i� � � �j � �, . � l!i V :/1 •, , , , .. �P-2 sheet 2 of 2