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ASA-2014-11b OFFICE OF THE CITY CLERK ��. CITY HAL� 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 C U P E RT I N O TELEPHONE: (408) 777-3223• FAX: (408) 777-3366 To: Planning Department From: Kirsten Squarcia Subject: Architectural and Site Approval for the Major Retail and Shop 6 buildings, the Public Park, and Gateway Features with associated site improvements at Main Street Cupertino (re-noticed from Apri17) Description: Application No(s): ASA-2014-11, ASA-2014-16, ASA-2015-05; Applicant(s): Dean Isaacs Sand Hill Property Company, Main Street Cupertino Aggregator, LLC; Location: 19479 & 19499 Stevens Creek Blvd, city boundary at Tantau Avenue and Stevens Creek Boulevard; Architectural and Site approval for final refinements to the previously approved major retail and Shops 6 buildings for the Main Street Cupertino project; Architectural and Site approval for final refinements to the previously approved .75 acre park for the Main Street Cupertino project; Architectural and Site approval for a proposed gateway feature near the intersection of Tantau Avenue and Stevens Creek Boulevard Date: May 8, 2015 At its May 5, 2015 regular meeting, the Cupertino City Council took the following action: ADOPTED RESOLUTION NO. 15-039 APPROVING ASA-2014-11 FOR THE MAJOR RETAIL AND SHOP 6 BUILDINGS (CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-040 APPROVING ASA-2014-16 FOR A MINIMUM 0.75 ACRE PUBLIC PARK(CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-041 APPROVING ASA-2015-05 FOR GATEWAY FEATURES WITH THE REVISION TO REMOVE THE GATEWAY FEATURE LOCATED AT THE SOUTHWEST CORNER OF TANTAU AND STEVENS CREEK BOULEVARD, LOOK INTO POSSIBLY RELOCATING THE FEATURE TO THE SOUTHWEST CORNER OF VALLCO PARKWAY AND TANTAU AVENUE, AND May 8, 2015 Page 2 ENSURE THE MAINTENANCE AGREEMENT ADDRESSES THE REPLACEMENT TIMING (WITHIN ONE WEEK) IF THE FEATURE IS VANDALIZED OR BROKEN (CHANG VOTING NO). OFF(CE OF THE CITY CLERK CITY HALL 10300 TORRE AVENUE •CUPERTINO, CA 95014-3255 TELEPHONE:(408)777-3223• FAX: (408)777-3366 CUPERTINO May 8, 2015 Re: Subject: Architectural and Site Approval for the Major Retail and Shop 6 buildings, the Public Park, and Gateway Features with associated site improvements at Main Street Cupertino (re-noticed from April 7) Descri�tion: Application No(s): ASA-2014-11, ASA-2014-16, ASA-2015-05; Applicant(s): Dean Isaacs Sand Hill Property Company, Main Street Cupertino Aggregator, LLC; Location: 19479 & 19499 Stevens Creek Blvd, city boundary at Tantau Avenue and Stevens Creek Boulevard; Architectural and Site approval for final refinements to the previously approved major retail and Shops 6 buildings for the Main Street Cupertino project; Architectural and Site approval for final refinements to the previously approved .75 acre park for the Main Street Cupertino project; Architectural and Site approval for a proposed gateway feature near the intersection of Tantau Avenue and Stevens Creek Boulevard At its May 5, 2015 regular meeting, the Cupertino City Council took the following action: ADOPTED RESOLUTION NO. 15-039 APPROVING ASA-2014-11 FOR THE MAJOR RETAIL AND SHOP 6 BUILDINGS (CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-040 APPROVING ASA-2014-16 FOR A MINIMUM 0.75 ACRE PUBLIC PARK (CHANG VOTING NO) ADOPTED RESOLUTION NO. 15-041 APPROVING ASA-2015-05 FOR GATEWAY FEATURES WITH THE REVISION TO REMOVE THE GATEWAY FEATURE LOCATED AT THE SOUTHWEST CORNER OF TANTAU AND STEVENS CREEK BOULEVARD, LOOK INTO POSSIBLY RELOCATING THE FEATURE TO THE SOUTHWEST CORNER OF VALLCO PARKWAY AND TANTAU AVENUE, AND ENSURE THE ASA-2014-11,ASA-2014-16,ASF 15-05 May 8,2015 Page 2 MAINTENANCE AGREEMENT ADDRESSES THE REPLACEMENT TIMING (WITHIN ONE WEEK) IF THE FEATURE IS VANDALIZED OR BROKEN (CHANG VOTING NO). Also included are the resolutions that Council adopted at the meeting. Any interested person, including the applicant, prior to seeking jzcdicial review of an� adjudicatory decision of the Cit� Coicncil, micst first file a petition for reconsiderativn zvith the city clerk zvithin ten days after the date of mailing of this notice. Any petition filed must comply zvith Micnicipal Code §2.08.096. The last da� to file c� petition for reconsideration is May 19, 2015. Sincerely, G�ti`�L- . Kirsten Squarcia Deputy City Clerk cc: Community Development City Attorney Dean Isaacs representing Sand Hill Property Company Main Street Cupertino Aggregator, LLC 2882 Sand Hill Road #241 Menlo Park, CA 94025 RESOLUTION N0. 15-039 A RESOLUTION OF THE CITY COUNCIL APPROVING AN ARCHITECTURAL AND SITE APPROVAL PERMIT (ASA-2014-11) FOR THE MAJOR RETAIL AND SHOP 6 LOCATED WITHIN THE MAIN STREET PROJECT AT 19499 and 19479 STEVENS CREEK BOULEVARD SECTION I: PROTECT DESCRIPTION Application No: ASA-2014-11 Applicant: Dean Issacs representing Sand Hill Property Company Property Owner: Main Street Cupertino Aggregator, LLC Location: In the southwest corner of the Main Street Cupertino project, bound to the south by Stevens Creek Boulevard, east of the Metropolitan condominiums APN(s): 316-20-112 SECTION II: REVIEW PROCESS&FINDINGS WHEREAS, the Major Retail and Shop 6 buildings were entitled as a project component of the Main Street Cupertino and were studied in the Addendum to the 2009 Fu1al Environmental Impact Report certified on September 4,2012; and WHEREAS, the Site and Architectural Approval for the final design of the Major Retail and Shop 6 buildings are required as a condition of approval for the project;and WHEREAS, an application was received by the City (Application no. ASA-2014-11) for the Architectural and Site Approval Permit for the Major Retail and Shop 6 buildings; and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the City Council has held at least one public meeting in regard to the application; and WHEREAS, the City Council finds: 1. The proposal, at the proposed locations, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; Tlie Major Retail and Sliop 6 building locations lzave been reviewed and approved as a pa��t of tlze Master pe��mit (M-2012-03) for tlie Main St��eet p1•oject. The buildings will confo�•�n to tlie California building code and, therefo�•e, will not be detrimental to the public health, safety, general welfal•e. TlTis p��oject finalizes tlie a��diitectu��al details and materials used for tlie building exterior. 2. The proposal is consistent with the purposes of Chapter 19.168, Architecfural and Site Review, of the Cupertino Municipal Code, the General Plan, any specific plan, zoning ordinance, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including,but not limited to, adherence to the following specific criteria: Resolution No.15-039 Page 2 a) Abrupt changes in building scale should be avoided. A gradual transition related to height and build should be achieved between new and existing buildings; Major Retail building and Shop 6 are adjacent to one another with 32' tall 1�etail buildings to t12e nortll, a parking lot with 20' wide landscaped buffer between tlie Main Street project and tlze existing Metropolitan condominiums to tlie west, and tlie main entrance to tlie Main St��eet Cupertino pi•oject to tlze east with retail buildings ranging from 27' to 34' tall. Tlie Major retail and Shop 6 buildings are 34' at tallest point and the mass of the buildings are a�•ticulated wit1Z compositional forms tliat overlap each otlier providing interest while scaling down the buildings wliere appropriate. b) Design harmony between new and existing buildings have been preserved and the materials, textures and colors of new buildings harmonize with adjacent development with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which it is situated. The location, height and materials of walls, fencing, hedges and screen planting harmonize with adjacent development. Unsightly storage areas,utility installations and unsightly elements of parking lots have been concealed. Ground cover or various types of pavements have been used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees have been avoided. Lighting for development is adequate to meet safety requirements as specified by the engineering and building departments, and shielding to adjoining property owners.; and Main Street Cupe�•tino buildings provide a variety of styles in a��cliitectua�e to create t11e natural fi�om of a downtown mixed use area. These two buildings provide a complimentary style with compositional forms and utilize ridi materials such as IPE wood, stone, corrugated metal, glass, and stucco. Tlie loading dock and solid waste is st��ategically located between the two buildings and sc�•eened wit1T a wall and mate�zals to look like it is part of tlTe buildings. Tlze two buildings position a glass tower to anclior the buildings to tlie corners of tlie block and to announce arrival. The master landscaping plan was approved as part of the master permit (M- 2012-03)for Main Street Cupertino. Conditions of a}�proval ensure that the lighting for the project is reviewed for off-site glare and shielding, prior to the issuance of building per�aTits. c) With respect to new projects within existing residential neighborhoods, new development should be designed to protect residents from noise, traffic, light and visually intrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. T1ze pa�oposed p��oject is not within an existing residential neighborhood. Tlie project is located witliin the City's mixed-use commercial/�•esidential corrido�� —Heart of the City. However, in o�•der to protect existing mixed-use develo�rnents fi�om visually inti�usive effects of new development, tlie Major Retail b2illG�111g is setback fi�om the CXZSt111$ Met1�oJ�olitan condominiums by 92 foot (parking lot witli an additional 20'wide landscaped buffer) and fi•om the Ninteen800 (Rosebowl) development by approximately 500 feet (parking lot and a OJ5 acre park and perirneter landscaping directly adjacent to the existing development). Resolution No. 15-039 Page 3 NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, subject to the conditions which are enumerated in Section III of this Resolution beginnulg on Page 3 thereof,the Application No. ASA-2014-11 is hereby approved; and That the sub-conclusions upon which the findings and conditions specified in this Resolution are based and contained in the public hearing record concerning Application ASA-2014-11 as set forth in the Minutes of the City Council Meeting of May 5, 2015, and are incorporated by reference as though fully set forth herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS The approval is based on Exhibits Titled Main Street Cupertino, Main Street Cupertino Aggregator, LLC, dated September 14, 2015 and date received March 24, 2015 for the Major Retail and Shop 6 buildings consisting of 43 pages, except as may be amended by the conditions contained in this resolution. 2. PREVIOUS CONDITIONS OF APPROVAL All previous conditions of approval form Resolution No. 12-098 shall remain in effect tuzless superseded by or in conflict with subsequent conditions of approval, including the conditions contained herein in this resolution. 3. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary Iocations, building setbacks, properiy size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. DEMISING WALLS Prior to issuance of build'u1g permits, the division of retail tenant space shall be consistent with the Tenanting PIan and subject to review and approval by the Director of Community Development. The alignment of demising walls between tenant spaces shall correlate to prominent exterior architectural features unless otherwise approved by the Director. 5. ONSITE UTILITIES The final transformer, FDC, water, including, but not limited to size, colors, materials, and architectural treatments shall be reviewed and approved by the Director of Community Development and Director of Public Works prior to issuance of building permits. Resolution No. 15-039 Page 4 6. FINAL TRASH ENCLOSURE /GENERATOR DESIGNS The final trash enclosure and generator design, including,but not limited to size, colors, materials, layout and architectural treatments shall be reviewed and approved by the Director of Community Development and Director of Public Works prior to issuance of building permits. All trash enclosures shall be property screened by landscaping or decorative architectural features from public view. All generators shall be setback a minimum of four (4) feet from a pedestrian path of travel, or a distance determined to be appropriate by the Director of Community Development. 7. SCREENING All mechanical and other equipment on the buildings and site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 8. UTILITY STRUCT`URES All new utility structures,not otherwise provided for on the plans, shall be located underground.Where utility structures are not capable of being undergrounded, for reasons other than cost, they shall be screened from public view to the satisfaction of the Director of Community Development and Public Works. 9. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (including but not limited to details on exterior color, material, spandrel in window openings, architeciural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. The final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Commuruty Development shall require a modification approval with neighborhood input. 10. MATOR RETAIL BUILDING Prior to building permit issuance3, the property owner or designee shall work with Staff on extending the window panels along the west elevation and shall be to the satisfaction of the Director of Community Development. 11. MATOR RETAIL PATIO AREA Prior to building permit issuance, the property owner or designee shall work with Staff on expanding the patio area in front of the Major Retail buildulg and incorporate potted plants versus large planters and shall be to the satisfaction of the Director of Community Development. Resolution No.15-039 Page 5 12. PATIO FURNITURE Prior to building permit issuance, the property owner or designee shall provide details of the patio furniture and amenities and shall be to the satisfaction of the Director of Community Development. 13. 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. 14. 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. 15. INDEMNIFICATION To the extent permitted by law, the applicant shall indemnify and not 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 inderrulified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorney's fees and costs incurred in defense of the litigation. The applicant and City shall use best efforts to select mutually agreeable legal counsel,following the applicant's receipt of invoices from City,together with reasonable supporfing documentation. Such compensation shall include reasonable compensation paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly7 related to the litigation reasonably incurred Uy City. If the applicant and the City cannot in good faith agree on joint counsel, the City shall have the right to retain counsel of its own choosing,separate from the applicant's litigation counsel. Resolution No. 15-039 Page 6 PASSED AND ADOPTED at a regular meeting of the City Council of the City of Cupertino the 5th day of May 2015,by the following roll call vote: Vote: Members of the Cit�Council: AYES: Sinks,Paul,Vaidhyanathan,Wong NOES: Chang ABSTAIN: None ABSENT: None RECUSE: None AT°TEST: APPROVED: /s/Grace Schmidt /s/Rod Sinks Grace Schmidt, City Clerk Rod Sinks, Mayor, City of Cupertino ■ ■ ■ ■ ABBREVIATIONS AFF. AC ALUM. � APPROX. 0 BOTT. B0. BLDG. CAB. CEM. CLG. CLR. COL. CONC. CTR. CMU CONST. CONT. CONTR. DEMO DIA DN DWG. EA. ELEC. EQUIP. (E) EXT. FIN. FF. FR. FIXT. FLR. FURN. GALV. GA. GC. GYP. GYP.BD. HVAC HT. HC. HR. INCL. INT. ABOVE FINISH FLOOR AIR CONDITIONING ALUMINUM AND APPROXIMATE AT BOTfOM BOARD BUI�DING CABINET CEMENT CEILING CLEAR COLUMN CONCRETE COUNTER CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS CONTRACTOR DEMOLITION DIAMETER DOwN oruwiNc EACH ELECTRICAL EQUIPMENi EXISTINC EXTERIOR FINISH FINISH F�OOR FIRE RESISTNE FIXTURE FLOOR FURNISH GALVANIZED GUACE GENERAL CONTRACTOR CYPSUM GYPSUM BOARD HEATING,VENTIIATING dt AC HEIGHT HOLLOW CORE HOUR INCLUDING INTERIOR LOCATION MAP Stevens Creek Boulevard, Cupertino MAIN RETAIL BUILDING � SHOP 6 BUILDING JAN. JANITOR JT. JOINT LAM. LAMINATE � �TG. LIGHTING � MACH. MACHINE . t - - MFGR MHNUFACTURER - �� i' - . i� MAX. MAXIMUM . ;�� - � � MECH. MECHANICAL �r _ MTL. METAL -''� � I � MIN. MINIMUM . . �- ` NOM. NOMINAL , _ .. .. � ',.. _ �; _. _ ��'b_# .. . .. - + NIC. NOT INCLUDED l�� '-+- . + .� � � �� �� . „ �� —_ , , 3 �-_._.,_ F� �-_ � � 4gll. ,: � •_. O.C. ON CENTER �i �.� - _�..1 � --._._ - ' - -__ - _,�___ . 't '--: "i �; ` OPP. OPPOSITE ' �.-�. ,:—__ -_...-- _. - � ( -+"J � i-a' '+R .:_ r -- � - ` , __ _ . PT. PPJNT/POINT ? �,- �_--'�� ; -:. , - - � .,.._°7 -- A�-.� _"' ---.---- .�� �t - -'_=... - ` '�r A -- ' t'. - ----- � -- ----� PLAS. PLASTIC "� , .' ' -�`_"_--�-�' ;�-� ----�- ._�� - -;�- '- — `" �s_-. - - - f_ � ... ,� PL. PIATE e ?� --_�����__ - - - � - - - : �- .a��...�� _ � ,� � -+ • -- -- '" ...., ,. _ . _ � . , y � � �. ,�l ., .... . , .. ..._"_ -'°�1? s _ a _ _ "� ',`t,'? PLYWD PLYWOOD ' l��`- ' � `4 - ^�-�.�:r s� -_ " ,;. _ �.. '��- � .:-.. ----- � � ,� � !��-���Qa-��. . .... ..�a �L�..�.e�.c._ � .;w } ���_'� _. '. _ ...�: ."'s'*..: __ +-- " 1 ; . .__._. .i.� -�- -„ .'__ .-i.� __. ' . � ._a. � i : POL. 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REQ D REQUIRED " `.. -- -- _ �t`._..�,�;� . � ° - -.:-.. - -� _ ^-�_ ' _ _ ! - - - _ ,� � ,_ s ._ . _ RM ROOM :�: '. . '- . � ���..x-y_,� _- - -- - __ _`- __ ' - .._._ � -_,__-___":= - � ' R0. ROUGH OPENING . ._._ ._:�----__•_�-��.�__ �. -._._.-.._ ,._.;�.._..a.--°_-•"`�^°""""..�_ . _._ _.._ �._ �-- .. . e,... . . . ___..._.._ .�-.. . ',,,.,�..-,_� . ... �_.+.��-... r... ... f...„., SCHED. SCHEDULE . SS/ST.STL. STAINLESS STEEL ' SHT. SHEET ADDRESS: 19499 STEVENS CREEK BLVD. ADDRESS: 19479 STEVENS CREEK BLVD. SIM. SIMILAR SC. SOLID CORE SPEC. SPECIFICATION STL. STEEL THIS 1—STORY RETAIL BUILDING �OCATED AT THE SOUTHWEST CORNER OF THIS A 1—STORY RETAIL BU!LDING OF 6,795 SF LOCATED AT THE MAIN ENTRANCE TO STRUCT. STRUCTURAL THE MAIN STREET DEVELOPMENT AS A GATEWAY BUILDING TO THE DEVELOPMENT WITH A THE RETAIL BUILDINGS AND IS ADJACENT TO THE MAIN RETAIL BUILDING WITH THE CENTRAL SUSP. SUSPENDED CORNER GLASS ARTICULATION AND MAIN ENTRY FACING STEVENS CREEK '�/VITH A GENEROUS TRASH/RECYCLE FACIUTY INBETWEEN. THE BUILDING POSITIONS A GLASS TOWER BEACON TEMP. TEMPORARY OUTDOOR SEATING PATIO. MATERIALS ARE A PALETTE SIMILAR TO THE ADJACENT BUILDINGS AT THE CORNER TO ANNOUNCE ARRIVAL TO MAIN STREET AND ANCHOR THE CORNER. r�a�P TAPE FLOAT&PAINT INCLUDING IPE WOOD SLATS, STUCCO AND EXTENDED LOWER AND UPPER OVERHANGS. THE STYLE THIS WILL PROVIDE A VISIBLE ENTRANCE FOR A RETAILER AND HAS PLAZA SEATING ADJACENT TMP. TMP��� IS COMPOSITIONAL AND ALTHOUGH THERE ARE SIMILARITIES TO ADJACENT BUILDINGS, DEFINES A TO IT. THE MASSING SCALES DOWN TOWARD THE OTHER BUILDINGS WITH A LOWER ROOF U.O.N. UN�ESS OTHERWISE NOTED VARIED APPEARANCE TO DEFINE� SEPARATE VILLAGE DISTRICTS THROUGHOUT THE DEVELOPMEN� LEADING TO AN OPPOSITE NORTH GLASS BEACON THAT FRONTS THE REST OF THE RETAIL VAR. VARIES AS IF BUILT—UP OVER TIME. TO ACTIVATE THAT SPACE. SIMILAR MIXTURES OF MATERIALS ARE COP�IPOSED AS THE MAIN WR. WATER RESISTANT B U I LD I N G WD. WOOD 'u,Y �{. ; � ro:- �_._. . � , �e .._ . �� � � � �,:r s x,,r# � # .,' � ��.> " � ��� � " .�',.�� : Y. �� w �.��g�A��,a��-�� A�� ��.�, � y, _ �- ,��."�`� �` {� a ���'��� � �� .. *� n �� =�: y �n � � 4� ;:� , � ,. �� � �a� �z� � � � dy$�� �•� � � l. � _ , ��_ : ��:f_ s. ,� �s � _ ��� '��� �ffi��,���It .��'. ��y{� y� ..�,r� �ffi "� �,,+��y ���k rv:14��4 8� ��Flt� i,k��..�..�"'�: RN' 1 ��,��,�.. ,�1 rw� � � � N � � ,>i �.*'�,��..., STATISTICS BUILDING AREA: 21,000 SF COVERAGE AREA: 21,000 SF BUILDING HT.: 28'-0" FROM BACK OF CURB (TYP. PARAPET) 36'-6" FROM BACK OF CURB (MAX. ARCH FEATURE) SHEET INDEX ARCHITECTURAL(Main Bldg) ARCHITECTURAL(Shop 6) _ COVER SHEET g1 FLOOR + ROOF PLANS ��` OVERALL SITE PLAN B2 FLOOR AREA DIAGRAM F- i.1 ENLARGED SITE PLAN B3 SECTIONS F-�.2 ENLARGED AREA PLAN B3.1 SECTIONS E�.1 PHOTOMETRIC B4 BUILDING ELEVATIONS �' FLOOR PLAN B6 RENDERED VIEW ,'1.1 ROOF PLAN 86.1 RENDERED VIEW B7 MATERIAL IMAGES �2 FLOOR AREA DIAGRAM A3 SECTIONS �^3.1 SECTIONS A4 BUILDING ELEVATIONS ��.1 BUILDING ELEVATIONS S STREET VIEW ELEVATIONS �-�; RENDERED VIEW �5.1 RENDERED VIEW ���.2 RENDERED VIEW r./ MATERIAL IMAGES STATISTICS BUILDING AREA: 6,795 SF COVERAGE AREA: 6,795 SF BUILDING HT.: 25'-4" FROM BACK OF CURB (TYP. PARAPET) 33'-4" FROM BACK OF CURB (MAX. ARCH FEATURE) LANDSCAPE CIVIL L-1.1 LANDSCAPE NOTES AND LEGENDS C-1.0 COVER SHEET L-1.2 FINE GRADING NOTES AND LEGENDS C-1.1 CONSTRUCTION NOTES L-1.3 PLANTING NOTES AND LEGENDS C-1.2 CITY OF CUPERTINO GENERAL NOTES L-1.4 PLANTING DETAILS C-2.0 GRADING AND DRAINAGE PLAN L-2.1 LAYOUT PLAN C-3.0 UTILITY PLAN L-2.2 STEVENS CREEK BLVD FRONTAGE LAYOUT PLAN C-4.0 CONSTRUCTION DETAILS L-3.1 FINE GRADING PLAN C-4.1 CONSTRUCTION DETAILS L-4.1 PLANTING PLAN M-4.0 STORMWATER MANAGEMENT DRAINAGE AREA PLAN �-�.� LANDSCAPE SECTIONS JOINT TRENCH JT-3 JOINT TRENCH COMPOSITE www.cnanqarctutecture.com 1-��j�.-�i ''.��,��v�'�I �'� . j - .. .,..'. ��.7d��>.��..., � � —5-- 1�.,,...�. ."' -- ., +� L � '�. � i +»+.+ � . - � , ,�,.�-.....--.,..�+.: -, Descrip. Date SITEPLAN 8/1/14 2ESU BM ITTAL. 1 1/14/14 NING COMMENT 2/19/15 MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA Drawing COVER SHEET Job# A40135 Date: 9/14/14 Scale: AS NOTED Drawn By: Sheet: Copyright 2014 by Chang Archilecture,Inc. 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SHOPS 9 9,146 TOTAL pARKING _ 1 96�STAILS I I� _ � \`� \•� \�'� FLEX 1 15T LEVEL 5,460 --- , `�, � �� FLEX 1 2ND FLOOR 4,500 /� � •� •� OFFICE 9295TA�LS 3,Si 1000 I � � `� \ !� �, FLEX 2 1 ST LEVEL 9,856 RETAII 632 STALIS �.8/1000 ' �c � '� HOTEL 219 STAIIS 1.22/ROOM '� � '• � ��p \\ '•..�v� FLEX 2 2ND LEVEL 11,871 LOFTIIPART�AENT3 ?OISTALLS 1.7�UNIT I /� � -�hh \ � MA,IOR TENANT 21,000 � �- c ' ;ir� ,,�h \ \�'� TOTAL SF: 128,889 TOTAL PARKING REQUIRED t,YM STAILS , � �. \ /�o \\ ,\ .-- �\ � � ;-'% % /� t. �� �'\ FF .� •.� � � -- � 179.66 � % •., \ '� � �� � � � �� \ '� 1 , � /, ' , i �� ' � ;' .�' , �'�•��� ���� .� , �� �. <�; j -� � '�� II I � ; � i . �r ,;� � r�,� \ . � � � �. � `; �' ,' � / /^\ '� � I--------------- I ------- — -------- �r/ �, m / 1 \ _� , n,� . , •� ' �i / `� �, � ����-.�, > i • �� . ---------- -- � . o -,. I Q . , . . � � , ; -,, - I � � . . � 4. � -_. ._ � , , ------------- -------------------------- ',\ , ----;�' � I I �$ . ' FF � � � o� �ai.2s / . . 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BELOW � 1. :�: �i } r �-- -- - L 00 , LOWER CANOPY ' EL. 13'-0" PARAPET EL. 39'-6° � � HVAC Pao _-, ,_,��/ '_ — ���t �� � �, _ � ji,'� �#; �--r--- UPPER CANOPY EL. 35'-6" I PAD PROFILED MTL. `���� �>%��. PAD � � RD ROOF SCREEN I O TOP AT EL r_ � � — ------ 36'-8" � � L �r------- I -� OOF L.P. � �I E . 27'-6" I ` i (ALL AROUND) i � � I , I ! � , i � I r--- � � r-----------� � � ; ��-----------�� , ` ' � I� �I � � � LOWER TRASH �� ;� O P E� -T -t-I - -�I — — —�-- — -- — � � I -�RQOF`— � � . � - ------- ----- ----- ---- r----T----� EL. 13'-0' �i ----------- � � �-- ---- ----- -- ---- i �-- -�----' �- -- - -- - - - --- --------------- MTL. ENTRY � I TYP. PARAPET ` WALL BELOW UPP CANOPY I EAVE -LOWER MTL. EAVE OVERHANG EAVE WOOD EL. 22'-0" EL. 31'-0" EAVE OVERHANG EL. PANEL EL. 13'-0" NOTE: ALL ELEVATION HEIGHTS ARE FROM FINISH FLOOR OF BLDG. SUBTRACT 3�-0° To c� � ROOF PLAN (MAIN BUILDING) HEIGHT FROM SIDEWALK (FACE OF CURB) A�.� SCALE: 1/fl"=1'-0" Rev. Descrip. Date srtEat,w s/�/�4 CRY ARCH PDF 9/18/14 CRY SUBMfiTAL D/18/1� CRY RESUBMITTAL 11/14/14 MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA Drawing Title ROOF PLAN Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: ■ O '� � , 66' -�-I+----- --------------- -- i �— ',— — — , 0 � � ; �9'—�o��is" � --------�—�'—��e ----- ----26�----- � -- - - -_ - � � �-- -- --- — , - — — — — — -- — �1- -- -- — — - --�i �� , — -- - — — - — -- — � ;'"1 �k—'---I - - � I li ' _ . . - - ' -- ----� � � , � � ; , � � ; , - -_- _ -o -- - -- - ---- - - - �------� — �- �- � ', ,- - -�— --- I i j� I ` �� ; ,�I�� � �' �� I I I ' � �I � � /' ,' � I � { � � ' ' � -� � I — -�- — — — � — — -- '��� ` �� — — � — - -�- — -- ' T — — __ __ — _ �— —� _t _ _ —. f- %; �,.. 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Descrip. Date — — — — I srr�,w e�,�,4 � I CRY ESUBMRTAL 91/84/14 � r-- � .� / � � \�' �'�yi WASTE RECY. o COMPA . COMPACT.� j i� _ � I � � . i� \ , \ � �—_�� ;� '�., ; �—'1 _ ,,, r / � I � I , I I ; � � _ _ i � � -� � 600� � ' � a . �� I �� � � i. � �� -- -- J � FLOOR AREA DIAGRAM � SCALE: 1/8"=1'-0" MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA FLOOR AREA DIAGRAM Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: Mchitectu►e.Ine. \ O I \ � \ --�------- ' O�y<i�, j WINDOW IN�ET: SEE ALL ENLARGED SECTIGNS FOR TYPICAL WINDOW INSET 1�lA � � DIMENSIONS (41 ��ti �/ °o � - � � 1.5 � i i1., • . - • PROFILED MTL 3 I - PANEL MECH ' �--� i SCREErd I � � --� ---------------- � - -._. •�i \ � MTL. EAVE (P-2) W �. - . � ` I \ � WUOD SOFFIT �( . , �J � \, (WD-1) _ '� ' _______________ � r � � www.c an arc i ec ure.com GLU-LAM \ I ,y ,._. .. -., r. .._�.... .._...__ . � .\ >— , � WOOD WALL / �— # iBEHIND (WD-1) \ �I ' .'. .� ' . ..]i<(��� ���!�t'���f -- -10 \ �1 y � i \ n � LL r 3-11" , MTL. AWNING \ O , �^--------„"" (P-1) , 4 - . . .._ , .. ^ , \ � N N � \ � � .. ' . . . _..�...-��.� .I' _ .._.. ' HORZ. STEEL j � � ' � TUBE FOR WOOD SOFFIT ' i AWNING � (WD-1) � i � . , � � � � • .__� � - N . �-• `� ...,_:.. ..:._..._. _ ...- ... _ .. . QO , . — STONE BASE � ^! \ Y� + , (ST-2) � ..... __ ..._._.._ — I N I I .-.. - .�.. Y ..., . WATER RETENTION SWALE Rev. Descrip. Date � sr�t� s/�/i 4 3 SECTION AT WOOD SLAT ARCADE 2 TYPICAL STREET WALL SECTION CRY ARCM PDP 9„6,,, CfiY SUBMfTTAL 9/18/14 A3 SCALE: 1/4"=1'-0�� A3 SCALE: 1/4"=1'-0�� CITY RESUBMRTAL 11/14/14 � I 1 � 1 "� � I \pq�icy� 13'-10„ �I CRICKET MECH i j � ���� I I � SCREEN FIN. FLR. E L. 6�0� (183.0') HVAC � .rJ EAVE (ALLOWED TO EXTEND INTO SETBA K) BEYONO MAI N RETAI L � � SPANDREL� � , -�___ - - --- C Z � `� � : ��°SS � ROOF EAVE gUILDING + i . --��r�— �-------- C�. J�r_Orf - � w SHOP 6 - -- -------- ---- , ------------ __--- - ----—�----------------------- � � Ji ' ---GLU—LAM ---- ---- - ------- — _._- --------------- _ — ------- � �RUSS SEB - -� - --.�---------- _\ ° I I I ! _ ` � �m � , � — - - - - - - - - — t - - - - - - --� - - - - - - - - - - rt — � -1, -- - - \ � W� MainStreet _� ,� —�-- — , . � � � � Cupertino, CA � "' ' -� —FUTURE � iDj cMO; '�I M �= O ^ � � "� SUSP � � I D� o � � Drawing Title N °N° CLG N I I � ��„ � � ' ; i ' �! � � �, SECTIONS ' � � ! I �� i � ! ; � � _ SIDEWALK ' � '�'� SIDE�v'ALK � • — Job# A40135 � �1 8 6.��� Date: 9 14 14 �, �' 38'-6" ------� Scale: AS NOTED � ----- (35' MIN.; Drawn By: � NORTHISOUTH SECTION RETENTIUN FAC E 0 F Sheet: A3 SCALE: 1 j 8"=t'—U" SWALE C U R B Copyrfght 2014 by Chmg kchitectwe,Inc. EXTERI�R ItJSULATED FINISH ARCHITECTURAL CORNER SYSTEM (E-1) ELEMENT. EXTERIOR \ WITH REVEA�S INSULATEU FINISH SYSTEM nn�i iirrr�Ti�nni �nn�irn 3 SECTION AT WEST GLASS CORNER A3.1 SCALE: 1/4°=,�-o�� / 4 / / Phy' ���� 1 �F,/ PR(➢FILED MTL. �`'/ PANEL MECH ��Q j% � 2,-6„ I SCREEN y�,��'� �.5 ROOF EAV %� EL. t'-0" — — / I PROFILED / M ETAL � � '�.�---�� �I PAN EL —""-- � � WINDOW � - - - - M I � METAL CANOPY � � ' � I i I� � WOOD RETAINING PANELS I N/ALL I 1 FIN. LR��_ EL. '-b 0" ' (183.0') _I� PLANTING 9U' 49' HVAC I I�IIT in� RIDGE z SECTION AT MAIN STREET ENTRY A3.� SCALE: 1/4"=1'-0" 48' Q GLU—LAM I OPEN—WEB TRUSSES � - -- --- - - - � - - - - - - -- __�- FUTURE SUSP CLG EASTNVEST SECTI SCALE: 1/8"=1'-0" � I � N 49' MECH SCREEN CRICKET 2'-6„ CMU—. BLOCK WALL � PROFILE MTL. PANEL ECH SCREEN � ' � ...,..,.,�a�V/�+�/ � � �� . .. . t � ' '_- i ..... .5-5 �1�� � t -. ., � _ . .-......v ,. .�._..,......._._a._<.c.�.z�a'. Rev. Descrip. Date SREPLAN B/1/14 CfiY ARCH POF 9/16/14 CfiY SUBMfTTAL 9/18/14 CITY RESUBMRTAL 11/14/14 PLANNING COMMENT 2/4/15 MAI N RETAI L BUILDING + SHOP 6 �H O P 6 Main Street Cupertino, CA Drawing Title SECTIONS a.CCESS Job# A40135 Date: 9/14 14 Scale: AS NOTED FIN. FLR. Drawn By: Sheet: (184.0') ■ Copyright MTL. PANEL ROOF �- - ---��-��3�--- li T.O. ROOF _�^ � , II � _ 'k— � i SPANDREL GIASS (GL-2) I i � ' VISION GLASS (GL-1) ALUM. SHADE `O BIADE � � (PZ) � i „�� MEfAL CANTILEYERED CANOPY - GLASS GUARD ^ � RAIL OVER I RETAINING WALL i � ISIDEWALK IN tO FOREGROUND ;;� EL. 3-0 i FIN. 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Date SfTEPUN 8/1/t� CfTY ARCH PDF 9/i6/14 CfTY SUBMfTTAL 9/1B/14 CITY RESUBMRTAL 11/14/14 MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA Drawing Title MATERIAL IMAGES Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: Copyright 2014 by Chang Architecture,Inc. � O O -- �- � --! _ , � �, _ - -- -------- i B l(L) 4'-8 -- I \� i --�- LOWER C -- l WER CANOPY EL. 13'- ! ' , EL. 13'-0" , ' � ,' � I ROOF EAVE � ���� � - �-���- ---����' - - � � � OVERHANG � �� � � �� - I UPPER � � ��` EL. 27'-0" � ;1,�.� EL. 31'- � i � �'( � ° � MTL. FIN i � - - " �'I WALL BELOW � — —�T,v^:� — --- — � -! - - I ! 0 PARAPET - � I I RD _ I i � � PROFILED MTL. � I � ' � ROOF SCREEN I i TOP AT EL. � I � 32'-0" , �-; — II ' I - I � i � R00 H.P.- - � I i i , SCREEN GATE ' � , � EL. �6'-0° i f � I � i � � —MTL AWNING � �• � i � � BELOW � % � � EL. 13'-0" I � � I �-ROOF L.P �- � �- ' � � EL. 23'- " � SLOPE p�l I ' HVAC � � � �� � � PAD �,.�FT. � I I I � � ' I � i � � f ' -� — I � — — — _ � � , W LL t � I i � LOW i � � � � . ,� �;� �E � � � ,i I OVERHANG BR CES I / . WOOD WALL � O P��N � � � i �� WITH MTL. C _ i � ; Q �--� EL. 23'-0.. i � � � ,. i RD � i I � I I ; I I I , I I I SLOPE D � i i I i i , I I i kz��/�. � LOWER _ � � � � STONE � � � ' I � � PARAPET � � I � EL. 22'-0.. i � I � � � \• � ' I LOWER � � � MTL. � ' -- � � � AWNING — ; — -- I � �ELOVY-- i � i I ; , EL. 13'-0' �.� '� HVAG �--- I i -------------- PAD � SLOPE DN STONE � _------ - J I � yz��/�• PIER ! � I BELOW i UPPER TRASH � j ! ROOF I' � EL. 19'-0° i ', PARAPET �NOOD SLATS � � , i EL. 35'-0" , i � RD � O UPPER � � — — — — CANOPY , � L �^.. _- - _._ � r.. ,- - --r------�-r- _ _, ; ' EL. 31'-6.. , , , ,,� , , - i � �Y ' , , `�, _ - �, ' '�/� �;. F.F.> � i � �� '--y—, ,,� � ' MTL. AWNI � � � �. � BELOW EL. 3'-0°- � i , I --�- — r-=== � �-- Ti ` I/ PARAP�RMER WALL FBELOW 4'-8" LOWER TRASH � O P E N ��_ i - -�OOF--- �i� EL. 8'-0.. -�_- -- -- EL. 13'-0" ��� I -------_�_—J� � , ----------------— -- ---------�' 2 ROOF PLAN (SHOP#6) WALL BELOW UPPER TRASH WALL LOWER MTL. EAVE OVERHANG EAVE OVERHANG B� SCALE: t/8"=t'-0" EAVE OVERHANG EL. 19'-0" EL. 13'-0" O O � ,� ba _---____ -------�— '��--- -- _ 2 24' i -J��-- -----------i---- � i _ � - �3 a.--� �e a-�- ��� ���. i �.,:� _�.,: � �sunosr an�. �yeuvosr aH�,.' I 4p� �, . ..`..... WALL ' ' .�---��_���.. , � —! 2 � —W'OOD WALI VENTILATION I � � —�AETAL AWNING LOUVER I 'Y OVERHAN; O i -----_{�--- ------�- ----------- ------ - � i � LCWER EN R��I � (;ANOPY A OVE � � UPPER r — �— - I — � (:ANOPY ABpVE - � — r--, -- 1- -1 -- — -+ -- ! f � i- i �� � � li ��� I I I G1A55 I (�owt�zj - - .- ..._... ... .., ._ ,.-� . I —:�TONE WALL I ABOVE' � ,— ; � � �. .� �_ s�:;Zc:��r�–�/r �� a � • ; � � � i U ' � � I � , �,,,_,_�. ' , _.. , i � . . .,. .5"� - %�' . I �, ./ t — — � _�. � I ._.,.-. ;� � ' i I ,,� ` � g� �I 1 ...... °�,�.. .. .. . � . _ ..._. , _ . _. '__ti.,_..,..�,.,..,,,�:; � I c,� I I _ ___� ' ��--3'-1 1" � � � Rev. Descrip. Date I srr�vurr a/�/,4 i CfiY ARCH PDF 9/16/14 I � CRY SUBMfTTAL 9/18/14 i CRY RESUBAARTAL 11/14/14 � I i � � I � , � i � FLOOR PLAN(SHOP#6) 61 scn�: ,/8•'=�'-o.' MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA Drawing Title FLOOR + ROOF PLANS Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: Chang Architecture,Inc . ,_,... . . ........�..��.., ... . . . _ � � . � . . . . , . 4. _��-�=., 1��I� � , , . � � _ . ; - , . . . -�_....._..---- � , � . � ; . . �._ �� _��� .. � ` , � a � � � . - _... � - - -�- � t . � . o _._._ . ._ . __. ___w _ .� �.r._____—�.. O � � i . N —2'3iF,� � �1� , \ � \f/i RECY. cornp,acr. --� , / \ J' _ I � ��-� I . � , f I , _ � � �� � � �-' � - - - - -- J O. O � � i I � � 38'-4' ,2� =—.r���— —� -�� - - - - - �'-1 `�%'T ii �I I i I � � I I I � � I i � �,�i I I '' i �� � FLOOR AREA DIAGRAM 62 sc,u.F: ��e"=,'-c•' --O _---0 ---� `J Rev. Descrip. Date srr�at,,�w s/i/�� CfTY ARCH PDF 9/16/14 CfTY SUBMfiTAL 9/18/14 CfTY RESUBMITTAL 11/14/14 MAI N RETAI L BUILDING + SHOP 6 U Main Street Cupertino, CA Drawing Title FLOOR AREA DIAGRAM Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: aa�it��t�r�,M�. �� .� �. --_.�•�-���� ��� ._______ ��_1� 3 WALL SECTION @ TOWER FACING EAST 63 SCALE: 1/4°-,�-o° METAL— CANOPY C -�--- 2O —STONE I PANELS , � � � vLli—LAM �� I � 'NO�G ^ �Ye,. �, I ' SL�TS I � •� -�- i � � , ' 3�_1� I � � � � � FIN. F R. � � � EL. 0'— " (184.0') I � ' —ROOF SCREEN OPEN-WEB TRUSSES N � I BUILDING LONGITU INAL SECTION SCALE: 1/8"=t'—0" � ONE PA ELS :.. � � I � LLI JJ-V --�--I �i i ; I� k � —� fi � i I JVOQG �OFFIT - ��Q ;(w� '), �,o� �Q I� � �� � , i �� I I � � � I � `n� � - �� � cO � .� , i 11 � I i ' � �i I � � � i i � � N i i I�I I � i + SIDEWALK FIN. FLR. � `� '(1 g3.93') EL. 0'-0" (184.0') SI D EWALK 2 WALL SECTION @ TOWER FACING NORTH B3 SCALE: 1/4��=,�-o�� �\ �\ . PROFILED MTL. � \ PANEL HVAC \SCREEN \ \ � T� \ ROOF PARAPET � \"�%� EL. 27'-0° �—� I i �n I 1 �T Aq�, : i � � F � _ j � 1.5 � �� �� I � � �I � I I \ � ! 2 �� � � � i�� \ °' � �= i 0 I N � � N � I � N I \ I m � � �� i � n I \ i ' _� _ PLAZA _ _ 'SIDEWAL I � -- - -- -- -- - - i� t i�s.?') Rev. Descrip. Date srteauN a/�/�4 CfTY ARCH POF 9/16/14 crrr sue�m,w 9/18/14 cm RESUe�rrr,e� 11/14/14 MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA Drawing Ti�e SECTIONS Job# A40135 Date: 9 14 14 Scale: AS NOTED Drawn By: Sheet: Copxioht 2014 bv Chana Mchitectue.Inc. � s --� _.���'.�'1�1"�� . ; . . . .--�--- . ; : J���,��� / ' / 4 . �'� _. -__ � . _ _... --- _ --_ _�.. _...____.....�... � � C D Q � � � � , ; PROFILED MTL. i I I 'N000 SOFFIT 'i PANEL HVAC I I ��� �� 2. (VdD-1) ! SCREEN �1TL. EAVE II btTL. EAVE �� I� R 0 0 F P!- I � ROOF PARAPET �, -�-- _ j - E�. 2��-0° I � EL ,, I � �y � WOOD SOFFIT� _ ; _ cWO—,� ROOF P� ------- - — ---------- ----------- - , � SETTINN PLASTER � E L ,� ,� I (ST—t) � 1' EIFS � EIFS STONE PANELS OFFIT ' OFFIT SET IN PLASTER MTL A NING 3 �� ''� MTL. A�VNING— 3' 1 1" ;,� I � � W 0 D � �� PAN L , (WD— ) W00 SOFFIT W00 SOFFIT (WD-1) (WD-1) WOOD P NKS N BEYOND N (wD—�) STONE BASE - - STONE(BASE \ (�T-2) T 2 �� — ) SIDEWALK � SIDEWALK e� ( FIN. FLR. .`• (183.9') FIN. FLR. �83 g� EL. 0'-0" I EL. 0'-0" SIDEWALK (184.0') � I SIDEWALK (184.0') s WALL SECTION @ TYP. WALL 2 WALL SECTION @ STEPPED ROOF 63.1 SCALE: 1/4"=1'-0" B3,1 SCALE: 1/4"=1'-0" LOACING Rev. Descrip. Date srr�w s/�/�4 CfiY ARCH PDF 9/16/14 CfiY SUBMITTAL 9/18/14 CfTY RESUBMfTTAI 11/7�/14 O �vNIC BO CO �_--PROFILED MT�. MAI N RETAI L , PAfvEL HVAC g U I L D I N G + SCREEN ' _. _ `�?. _ - ;— _____ _ _... .... - -___ _ ------ —-'— OOF PARAPET �._ S H O P 6 --------- --I-- -- i EL. 27'-0.. — �n ` ----------.--- -- OOF PARAPET �, --------- --- ----- --------- ------- � OPEN—WEB I EL 22'-0,. G U—LAM . TRUSSES � j Main Street � � Cupertino, CA � � � o' I N Drawing TiUe I N N "I � SECTIONS I FIN. FLR. ". j i � DRIVE`NAY Job# A40135 "°'�°' � Date: 9 14/14 (�84.0') PAVWG Scale: AS NOTED � BUILDING CROSS SECTION o"�W"By: Sheet: 83.1 SCALE: 1/8��-,•-c•� ■ Capxight 2014 by Chmg Architectwe,Inc. CEIAENT PIASTER ON DENSGIAS OR CMU WNl AT 1RASH ENCLOSURES-- �I i � il 2X4 HORZ.IPE W000 SLAT TWNGUE+ I GROOVE(WD-1)--- I I �— ! - , .� i I I � � 2X2 ALUM.FURRING VERT.CHANNEL 5 WOOD SLATS @ BUILDINGS A4 SCALE:3"=1'—0" T.O. PARAPET EL. 27-0 STONE VENEER (ST-t)� il .._. _.__._..__...._.__...... �^ — IN � ..ui' .:a:'i:.i.a. o+ � I_ � � TRASH ENCLOSURE � T.O.� ARCH FEf�URE _ EL. 5'-0" ` '�--G T.O. 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WALL ' - - ._ EL 23'-0" I VISION GLASS NGLE TENANT � SPANDREL GLASS I (GL-1). � :p� (GL-2) � � � MTL. -�I � w � PANEL— � nl I = n (MTL-1� _ 'n � N Z _ � ' .�. �... �...� 0 �...-.� .�.. .....��..s�..r.�-A-.-... �..m..-..c� . ,,.w I J m / I . I � I � ( ^I f � � --- -- � � ELEC. ��-WOOD MTL. PANEL—� � STONE BASE � TR.4NSFORMER (yyp_�) �M�_�� �n_2� SI EWALK IN , �p�_�^ FO EGROUND 70' FRONTAGE X 1.5 SF= 105 SF SIGNAGE ALLOWED z SOUTH ELEVATION (STEVENS CREEK) B4 SCALE: ?/8° _ ��—o° ! � MTL. T.O. ROOF _�_� EL. 31'-6" �-- SPENDREL� � � GLASS (GL-2) VISION ---GLASS (G�-t) � CANOPY (MTL-1) � - -��—WOOD . i BEYOND N .i . .. , .. - � EAST EL�VATI ON � ;��—;.,`Z�J�'�� B4 SCALE: 1/8" = 1'-0° - .�----"'"'""' o - _ . ,>�� .��� . j MTL. (MTL-1) i T.O. PARAPET yi . , � EL 27'-0" '. 2d_..3� _.�...,....,.�'`a�i.n`a :� ;. .' _ _..,. >: - -- -- 2 _ . l Z STONE(ST-1) �� . ... -...-.,. . ... , � __.. � -- WOOD (WD-1) VISION GLASS (GL-1) i ��. 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IPE WOOD WITH BLACK METAL + WHITE WALLS /.,. ._f , ...-.......r Rev. Descrip. Date SREPUN B/1/1� CfiY ARCH PDf 9/16/14 crtY sueMrrroa. 9/16/14 CITY RESUBMfTTAL 11/14/14 MAI N RETAI L BUILDING + SHOP 6 Main Street Cupertino, CA MATERIAL IMAGES Job# A40135 Date: 9 14/14 Drawn By: Sheet: LAYOUT LEGE�vD � Ground Cover � Pedestrian/Vehicular Concrete Paving Type 1 � Pedestrian Concrete Paving Type 2 and 5 (�-� Vehicular u Concrete Paving �� Vehicular Accent Paving � Wood Deck Paving �� Stormwater Treatment, S.C.D. No Mow Fescue cover. �� Structural Soil O Stevens Creek Curbside Planter � Fire Hydrant S.C.D. � Utility Boxes S.C.D. Below grade utilities as noted. S.C.D. ��T�� Trash Receptacle. See Color and Finish Schedule O� Planter Pots. See Color and Finish Schedule � Tables and Chairs. See Color and Finish Schedule x Detail Number L-X Sheet Number — - - — Property Line � -� - Setback Line "�����"��������"�� PUE Line - ——- Umit of Work Line � � � - Match Line - Center Line ___y'L ]1L Align --o--�- Perimeter Fence Line E.J. Expansion Joint S.A.D. See Architect's Drawings S.C.D. See Civil Engineer�s Drawings S.E.D. See Electrical Engineer's Drawings S.C.F.S. See Color and Finish Schedule S.F.C.F.S. See Fountain Color and Finish Schedule C ��� 1;1 Street Light. S.E.D. and S.C.D. Pedestrian Scale Pole Light. S.E.D. See Color and Finish Schedule LAYOUT NOTES 1. The Contractor shall verify all distances and dimensions in the field and bring any discrepancies to the attention of the Landscape Architect for a decision before proceeding with the work. 2. Contractor to take all necessary precautions to protect buildings and waterproof membranes from damage. My damage caused by the Contractor or the Contractor's representatives during their activities shall be repaired at no cost to the Owner. 3. All written dimensions supersede all scaled distances and dimensions. Dimensions shown are from the face of building wall, face of curb, edge of walk, property line, or centerline of column unless otherwise noted on the drawings. 4. Walk scoring, expansion joints and paving shall be located as indicated on the Layout Plans, Landscape Construction Details, in the Specifications, or as field adjusted under the direction of the Landscape Architects. 5. All building information is based on drawings prepared by: Clifford Chang Chang Architecture, Inc. 251 Park Road, Suite �900 Burlingame, CA 94010 tel. 650-269-4213 6. All site civil information is based on drawings prepared by: Steve Yazalino Sandis Engineers 936 E. Duane Ave Sunnyvale, CA 94085 tel. 408-636-0900 7. For Site Electrical information see drawings prepared by: Tomislav Gajic ACIES Engineering 111 West Evelyn Avenue Sunnyvale, CA 94086 tel. 408-522-5255 s : . .�.� ��:d����1-�:�./y a� <.> . . .. . �- '. ' �._. ..,�� _�.. . _.���-�5 _. . .. . . _ 7 8. The Contractor is to verify location of all on-site utilities before commencing with the work. The Contractor shall be responsible for the repair of any damage to utilities caused by the activities of the Contractor or the Contractor's representatives. My utilities shown on Landscape Drawings are for reference and coordination purposes only. 9. All uplights are to be directed upward into the trees or objects they are intended to illuminate. Uplight positioning is subject to field modification by the Landscape Mchitect. 10. Protect all existing construction from damage. The Contractor shall be responsible for the repair of any damage to existing construction caused by the activities of the Contractor or the Contractor's representatives. 11. Exponsion joints shall be located no less than 16' o.c. nor greater than 20' o.c. and/or as indicated on the Layout Plans, Landscape Construction Details, in Specifications, or as field adjusted under the direction of the Landscape Architect. COLOR AND FINISH SCHEDULE PEDESTRIAN CONCRETE PAVING Type 1 Natural grey concrete with li9ht broom finish. Sweep perpendicular to path of � travel. See layout plans for scoring patterns. Type 2 Natural grey concrete with light broom finish, w/ silica carbide added. � Use 1/2 Ib./s.f. top seed of charcoal gray �16 grit silica carbide aggregate, (Sparkle Grain �nish System) by Westside Concrete Materials, Central Concrete. Broadcast silica carbide over concrete paving to create an even distribution of material. Provide a steel troweled surface finish. Apply Top Cast Surface Retarder by Dayton Superior, Item � 309056, 05, Sandblast Flnish. Wash pavement surface according to manufacturer's specifications to expose silica carbide material in a uniform finish. See Layout Plans for scoring pattern. Type 5 STEVENS CREEK ACCENT SIDEWALK � ENHANCED PAVING: per city standards. WALLS Type 1 Poured-in-Place Concrete; Color: Natural Grey; Fnish: steel trowel smooth finish w/ stain (matte) sea►er. Use GST Stain Block Elite Sealer, by Global Sealer Technologies, tel. 707-527-6449 or similar on all concrete wallls. RAISED WOOD DECK 2x6 IPE Wood planks w/ smooth finish. Leave to weather. Use stainless steel screws. BIKE RACK Welle Circular Bike Rack, Modet: WCR02-IG-P (',��`�%-(�I�i!�`. `,�i,-��r r,�t��;,il�:'�; inground installation; Color and Fnish: Silver Powdercoat; by Palmer Group, tel. 415-333-6428. TRASH RECEPTACLES/ASH URNS PETOSKEY 30-gallon capacity litter receptacle in cluster of 3. With tube �iT» support, surface mounted. silver powdercoat color; hinged lids in 3 �_�r colors: green, blue, gray. Cut-out sign in perforated metal: Recyclables, Compost, Trash. All by Landscape Forms, contact Rebecca Casey, tel. 800-430-6206 x 1313 TURF BLOCK PAVING All by Hastings Pavement Company, LLC. available through Ackerstone, contact Angelica Wright, tel. (951) 674-0047 Checker Block paving, natural gray concrete color. Install per manufacturer's spec. TRENCH DRAIN All by I�onage Designa, contact Park Pacific, Ted Jonsaon tel. 888-460-7275. 4" heel proof, Model: Oblio; Color and Finish: Standard raw cast iron. lJGH11NG FlXTURES Pedeatrian Scale Pole Lights Albertslund MAXI Post LED, Model: ALB-MAX-PT1-250W-70MH-WHT, � Color and Finish: GRAPHITE, Class 1, w/ matching 16' tall Pole; by Louis Poulsen, contact Lighting Systems, Scott Niles, tel. 510-982-3909. Q1Y: (3) SHEET INDEX L-1.1 Landscape Notes and Legends L-1.2 Fine Grading Notes and Legends L-1.3 Plonting Notes and Legends L-1.4 Planting Details L-2.1 Layout Plan L-2.2 Stevens Creek 81vd Frontage Layout Plan L-3.1 Fine Grading Plan L-4.1 Plonting Plan L-5 NOT PART OF THIS SUBMffTAL L-6 NOT PART OF THIS SUBMffTAL L-7.1 Landscape Sections CHANG ARCHITECTURE ArchlleCture plannlnq InteNOr1 &xlingarn� Fax: 650340,9641 Cdlfomla 94010 WeD: rww.thmoart 7HE GUZZARDO PARTNERSHIPiNC. Lendscape Architects•Land Planners 181 Greenwich Street San Francisco,�A 94111 T 415 433 4672 F 415 433 5003 �PNDSCAPFA ?h�.0 O��y m o n�,o Ary V � �W✓ '^ � � . . s� d" �r 9lF Of CA�\E��� Descrip. Dste CfiY ARCH POF 9/16/14 CtTY SUBMITTAL 9/18/14 «.xx�.xx. ..�xxi�s MAI N RETAI L BUILDING & SHOP 6 Main Street Cupertino, CA Drawing Title Landscape Noes and Legends Job# A40135 nate: 9 15 14 Scale: AS NOTED Drawn By: AIB Sheet: L-1 .1 CopKight 2014 by Chong Archltecture,Inc. FINE GRADING AND DRAINAGE LEGEND +60.3 Spot Elevation T.C. (60.6) Top of Curb Elevation (from Civil Engineer's Drawings, verify) T.C.I. (60.6) Top of Curb Elevation Interpolated (from Civil Engineer's Drawings, verify) C. (60.6) Concrete Elevation (from Civil Engineer's Drawings, verify) +H.P. 61.2 Relative High Point T.S. 61.25 Top of Step Elevation B.S. 60.1 Bottom of Step Elevation T.R. 61.25 Top of Ramp Elevation B.R. 60.1 Bottom of Ramp Elevotion T.W. 63.4 Top of Wall Elevation B.W. 60.4 Bottom of Wall Elevation. (Finish Grade of Soil or Paving) T.F. 63.4 Top of Fence (Only On Hotel Set) AD 00.00 Area Drain w/Rim Elevation B On—Grade Paving: NDS 4" 910B (Brushed) O Lawn:NDS 10 Black Flat Top Drain Cover op Ground Cover Areos:NDS Spee—D—Basin and Grate, NDS �90 6" Atrium Grate, Black. O Downspout Adapter: 3" & 4" Universal Outlet w/4" spigot. NDS �1242 ivr_•rif�� thnl rnin v���te:r IFn�1�r�= 7r�: tie•d int.n ih«: Ir�n�ls�s��(;r: drain sy�:tem ar��i produ�.t t%Pe j �;C t:U . Catch Basin See Civil Engineer's Drawings. Direction of Surface Water Flow — - — Direction of Surface Water Flow in Swale (29: Minimum) — } — Grade Break (Ridge Line) � --- Subsurface Drainpipe: PVC SA34 by Acme Industries. (4"&6" dia.). —•—•— Perforated Drainpipe: PVC AS987 by Acme Industries 4". �;-_;� Diogrammatic 6" Contours f\�__ 11 � — / � Stormwater Treatment Area. S.C.D. (Coconut Blanket) '--�''-`"- ' Underground Stormwater Catch Basin, S.C.D. _ :j=__:�_.=_ FINE GRADING NOTES 1. The Landscape Contractor is responsible for fine grading and positive surface drainage in all landscape areas. The Contractor shall verify all rough grades in the field and bring any discrepancies to the attention of the Landscape Architect and Civil Engineer for a decision before proceeding with the work. 2. See Civil Engineer's drawings for road surface elevations, roadway sections, catch basins, and top of curb elevations. Top of curb elevations shown on Landscape drawings are for reference and coordination purposes only. 3. Earth mounds are shown diagrammatically for form and location. Shaping of mounds to be reviewed and approved in the field by the Landscape Architect. 4. Contractors are to exercise extreme care in back filling and compacting any excavation or trenching in areas previously compacted for other aspects of the work. 5. The Landscape Contractor shall remove from the site all debris and unsuitable material generated by the Contractor's operations. 6. Catch basins, area drains, planter drains, and perforated drain lines are to be connected to the storm drain system as specified in the Civil Engineer's plans. See Civil Engineer's drawings for all connections. 7. All catch basins and other drains are to be free of obstructions and maintained open and free running during and upon completion of the Contractor's work. S. All on—grade areas to receive planting are to be received by the fine grading Contractor within a tenth of a foot of final grade. The Landscape Contractor shall rip compacted rough graded soil to a depth of 8 inches, then till in the soil amendment. Soil amendment shall be determined by an Agricultural Suitabilities Analysis conducted by a licensed soils laboratory upon sample(s) taken from the rough groded soil. This analysis sholl be conducted and paid for by the General Contractor. 9. See structural soils report for recommendations on soil type, grading procedures, soil compaction, maximum allowable slopes, flatwork base material, etc. 10. Minimum paving slope to be 2% typically with a maximum cross slope of 2x. Minimum planting area slope to be 2� typically. Bring any discrepancies to the attention of the Landscape Architect for a decision prior to �ne grading. 11. All slopes 2—�i1:1 ond greater shall have jute mesh erosion control netting installed per manufacturer's specifications. Lap netting minimum 2'-0" and stake. 12. Grading shall be in conformance with all local codes and ordinonces. Swales shall be a minimum of four (4) feet from all structures. 13. Grades to be constant and uniform between spot elevations. CHANG ARCHITECTURE - ' Architecture Planninp Interlora ���'S�-:��-'I�'�! . �`'�.� I� . . � .. .. � . _ .. �9 N .. . ._ � -,.. � .�...,.....«._,.t�sr. 251 Porlc RooE,R900 Td: 65p.3�0.9415 BurMngame Fax: 650.340.9641 CalManla 94010 Web: www.chmaat THE GUZZARDO PARTNERSHIPirvc. Landscape Architects•Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 41 S 433 5003 `PNDSCA P fq �y4,0 0`i1 m°n,yo'�ry � � �'�� � �, , �l �� �P. 9rF OF Cp��EO� Descrip. Date CITY ARCH PDF 9/16/14 dTY SUBMITTAL 9/18/14 xzxxxxxxx zx/zx/15 MAI N RETAI L BUILDING & SHOP 6 Main Street Cupertino, CA Fine Grading Noes and Legends Job# A40135 Date: 9 15 14 Scale: AS NOTE Drawn By: AIB Sheet: Copyright 2014 by L-1 .2 PLANTING NOTE� FOLLOWING SIX (6) NOTES ARE FOR BIODING PURPOSES ONLY The contractor is required to submit plant quantities and unit p�ices for all plant materials as a part of the bid. Assume 15 gallon plant for any unlabelled or un-sized tree; 5 gallon plant for any unlabelled or un-sized shrub; and 4' pots O 12" o.c. (not flats) for any uniabelled ground cover. All planting beds, except for lawns, are to receive ground cover plant installation in addition to the shrubs and trees shown on the plans. The planting areas shall be ripped to a depth of 8" to reduce compaction. The native subgrade soil shall be treated with 100 Ibs of gypsum/1000 sf and leached to improve drainage and reduce the soil interface barrier. Contractor shall coordinate this work with other trades. This is sub ject to the final recommendations of the soils test (see below) and review by the Landscape Architect and the Owner. AI► planting areas are to receive Super Humus Compost by BFl (408.945.2844; www.bfi.com) at the rate of 6 cubic yards/1000 square feet, evenly tilled 6" deep into the soii to finish grade. All planting aeas shall have 6-20-20 Commercial Ferttlizer at 251bs/1000 square feet evenly distributed into the soil. This is subject to the final recommendations and revfew of the sotls test (see below) by the Landscape Architect ond the Owner. Plonting pits are to be backfilled with a mixture of 50X native soil and SOR amended native soil. The General Contractor is to provide an agricultural suitabilities analysis for on-site rough graded soil and any imported topsoil. Recommendations for amendme�ts contained in this analysis are to be carried out before planting occurs. Such changes are to be accompanied by equ(table adjustments in the contract price if/when necessary. See specificotions for testing procedure. 7. All wo�lc sholl be performed by persons familiar with planting woric and under supervisions of a qualified planting foreman. 8. Plant material locotions shown are diagrammatic and may be subject to change in the field by the Londscape Architect before the maintenance period begins. 9. All trees are to be staked as shown in the staking diagrams. 10. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated in the staking diagroms. Single stake dl conifers per tree staking diagram. 11. Plant locations are to be adjusted in the fleld as necessary to screen utilitles but not to block windows nor impede access. The Landscape Architect reserves the right to make minor adjustments in tree locations after planting at no cost to the Owner. All planting located adjocent to signs shall be field adjusted so as not to interfere with visibility of the signs. 12. The Landscape Architect reserves the�ight to make substitutions, addit(ons, and de�etions in the planting scheme as felt necessary while work is in progress. Such changes are to be accompanied by equitable adjustments in the contract price if/when necessary and sub ject to the Owner s approval. 13. The contractor is to secure all vines to wdls and cdumns with approved fasteners, allowing for two (2) years growth. Submit somple of fostener to Landscape Architect for review prior to ordering. 14. All planting areas, including pots but not lawns areas, shall be top-dressed with a 3' layer of Pro-Chip Decorative Mu�ch in Bladc by 8Fl Orgonics, 408.945.2844. Submit sample to Landscape Architect for review prior to ordering. Hdd all mulch six (6) inches from tree trunks where mulch is applied over the rootball of tree. 15. All street trees to be instolled in accordance with the standards and specifications of the City of Cupertino. 16. Seasonal colo� is to be current and locally avoilable. Plant material is to be selected by the Landscape Architect from a list of currently available stock provided by the landscape Contractor prior to instal►ation. Seasonal color to be 4" pots at 12" o.c. unless otherwlse noted. 17. The lawn shall be Delta Grassland Mix (1ga1), instalted per Pacific Sod's specifications. Trees planted in lawn areas shall not have lawn planted over the top of the�ootball but shall have 12" diameter circle of lawn cut out for trimming purposes. 18. Trees shall be planted to anticipate settlement. 19. Plant material requlring iron supplements shdl hove chelated iron foliar feeding applicatio�s per manufacturer's specifications. See specifications for materials. 20. The Landscape Contractor shall aRange with o nursery to secure plant material noted on the drawings and have those plants avalable for review by the Owner and Landscape Architect within thirty(30) days of award of contract. The Contractor shdl purchase the material and have it segregated and grown for the job upon approval of the plant materid. The deposit necessary for such co�tract growing is to be bom by the Contractor. 21. The Londscape Contractor shall, as a part of this bid, provide for a pl�ting allowance for the amount of;5,000 (Five Thousond Ddlors) to be used for supplying and instdling additional plant material as directed by the Landscape Architect and approved by the Owner in writing. The unused portion of the alllowance shdl be returned to the Owner at the beginning of the maintenance period. 22. The project has been deslgned to make efficient use of water through the use of drought tolerant plant materfols. Deep rooting shatl be encouraged by deep watering plant material as a part of normal landscape maintenance for all planting shall be Ilmited to the amount required to maintain adequate plant. The frrigation heolth and growth. Water usage should be decreased as plants mature and become established. The irrigation controllers shall be adjusted as necessary to reflect changes in weather and plant requi�ements. 23. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts with plont material locations to the attention of the Landscape Architect for a decis(on before proceding with the woric. Any utNities shown on the Landscape drawings are for reference and coordination purposes only. See Civil Drawings. 24. Geotech drainage boord or approved equal is to be installed in all pre-cast planters/pots as shown in the drawings. Material ovailable through: TWE Products, Orinda. CA 925.708.0549. All Geotech board shall be completely covered with filter fabric as shown in the drawings and per manufacturer's specifications. PLANT PALETTE KEY SIZE BOTANICAL NAME COMMON NAME SPACING/NOTES WUCOLS CA NATIVE TREES * For Tree Sizes See Planting Plans. FRA AME � Fraxinus americana 'Autumn Purple' Autumn Purple Ash M PIS CHI * Pistacia chinensis Chinese Pistache L PRU AKE * Prunus akebono Akebono Cherry M PYR CAl * Pyrus c. 'Aristocrat' Flowering Pear M QUE AGR • Quercus agrifolia Coast Live Oak VL NATIVE TRI LAU • Tristaniopsis laurina Water Gum M SHRUBS �B 5 gal Dietes Bicolor (s) Fortnight Lily 36" oc � HM 5 gal Hypericum moseranum Gold Flower 42" oc M PRS 5 gal Phormium 'Roinbow Sunrise' New Zealand Flax 30" oc L PRW 5 gal Phormium 'Rainbow Worrior' New Zealand Flax 30" oc L GROUNDCOVER CEA 5 gal Ceanothus g. h. 'Yankee Point' Yankee Point Ceonothus 30" oc L NATIVE LAV 5 gal Lavandula intermedia Lavender 24" oc L NATIVE RB 5 gal Rhaphiolepis indica 'Ballerina' Indian Hawthorne 36" oc L RSC 5 gal Rosa 'Flower Carpet Amber' Amber Carpet Rose 36" oc M GRASSES �� 5 gal Chondropetalum tectorum (s) Cape Rush 24" oc L LCP 1 gal Leymus c. 'Canyon Prince' Canyon Prince Wild Rye 30" oc L MCR 5 gal Muhlenbergia c. 'Regal Mist' (s) Pink Muhly 36" oc L VINES BG 5 gal Bou ainvillea 'California Gold' Bou ainvillea L PERENNIALS AC t o1 Annual Color Purple Millon Bells 16" oc NEP 1 gal Nepeta faassnesii 'Giant' Catmint 24" oc L LA WN NMF SOD No mow fescue Delta sod fescue M PLANT SPACING DIAGRAM O A O O O v \ / Adjacent(Xxb,Stdewdk, A A m Planting Bed or Wall, �r,�e«��. O O O O O O O O O O O O �--Plant Lxatio� Dfagram far uae when planta ae apaced equidiatant irom each other os In dl g�ou�d cover plantinga�d mossed ahrub plantings PLANT CALLOUT SYMBOL Quantity(or See Spxing Commenta) Plant Key(See Plant Llst) PLANT QUANTITY DIAGRAM AqNC'A SPAqNG'B� SPAqNG�C' N0.OF PLANTS/S 2.60 1.78 1.66 1.15 0.74 0.51 0.29 0.18 o.,2 0.07 FOOT ; . ...�r��►.11:.1���'!'` ��! , . s :a:r S. . � ......------ Sse Plant Spxfng Diagram for mazlmum tr(anqular spacing'A'.Thla chart ia to be uaed to detertnfne number of grounC cover requked In a g(ven area and apaclny between shrub masainga. Where shrub mossinga are ahown,cdculate ahrvD mesa weas before utlltzing apacing chart to determine plant quantlttes. •Wfiere curb,eldewdk,adjacent planting bed or wall condltbn xcuro, utplze spacing'C'to detertnine pla�t Clstmce from wdl,aldewdk,adJacent plant(ng bed or back of cutb,where C�1/2 8. � CHANG � ARCHITECTURE ,' Architecture Plannf�0 Interiors ; 6 r 251 Park RoaE,/90G Td: 650.3�p.9�15 Burlingame Fax: 650.340.9641 Cdifamia 94010 Web: www.chmgachitaturacan . THE GUZZARDO 1 � PARTNERSHIPiNC. < Landscape Architects•Land Planners � 181 Greenwich Street �..-...,.. San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 �PpDSCA Ppq �y4.�;��7m��No✓�r� z � � � n .r�, ;,'°"', \P 9rF OF CA��E��� Descrip. Date CITY ARCH PDF 9/16/14 CITY SUBMITTAL 9/18/14 x:.■■X■:. ■,/.z/�s MAI N RETAI L BUILDING & SHOP 6 Main Street Cupertino, CA Drawing Title Planting Noes and Legends Job# A40135 Date: 9 15 14 Scale: AS NOTED Drawn By: AIB Sheet: L-1 .3 Copyright 2014 by Chang Architecture,Inc. � V fn�s In lawn shdl not haw sod or sssd ploced �w►cn.root�ai, Hdd aN mulch 8�(slx hch�s)fi�om trunk of tr�a wher�mu�ch applled owr rootbaM Cut Staka So Thot Stak�Dws Not Intrvd�Into Tns Canopy 2"Untnat�d Lody�Pd•Pin�Stak� 'G►o—Stralt'Rubbar and Wk�Troe Tle or Approwd Equd. Provid�two(2)PK Tn� 4'Dla Prfarated PVC AKatlon Tub�3'Deap,with 4'Black Slott�d Cap.Mlrap tuD�s wlth fMter fabrk.One tub�pr trN,typ +GYat�awlabl�thouyh NDS,(800)726-1994. 3'Hlqh Watrin9 8aaln. (�ound Covx Areas Only Flnlah�d Qad�(Top of Mulch) Rootbdl w/Nurory ContaM�r R�rnowd. Top of Rootbdl to be 1-1/2'Abow Flniahsd GYad� Plant Frt11:x Tabl�ts In�taq�d Pr Alanufactursr s Instructbns Md Th�Sp�elflcatlons Badc Fpl Mix. SN Plantiny Notes Water SetU�d Natiw SoM �Tree Staking Diagram with Aeration Tube Not to Scale Shrub Plantin Detail Not to Scale Plant GYovm 1'Abow C�ode for S Gal Shrubs and 2'Abow Qad�tor 19 Gal or LayK Shrubs �SO:NwT1Mt 2'Lay�r of Wood Mulch,�'Dlamet�r Clrcl� Mound Each Shrub. 2'Hlyh Wot�ing Basln. f�ound Cow►Arws Only Flnbhed Grade RootDdl Gnt�red In Plt. Plant FKtNI:K Tabl�ts In�tall�d PK Manufactwsr s In�tructlona Md Th�Sp�elAcatlons 8ack FN MIx. SN Plantlny Not�s Wotr S�ttl�d Natlw SoN,Prlor to Instdllnq Plant �ETACHED SIDI Root Barrier Not to Scale Instoll 18"deep Root Barrler at edge of sidewalk. Install 24'deep Root Barrfer at back of Cu�. Sidewalk Curb N07ES: 1) Root Barrier to be high denstty and high hnpact plastic. Avaflable irom 'DEEP ROOT, 800-458-7668. 2) Top of Root Barcier to be set 1/2"above flnfahed grode oi sotl and not above adjacent surfacing. Inatall per mfr's fnstructions. ...__._.�. -.�..o......._.� ..,, ._ �. _.-_ , ...,� st ' . (�� � P// a i ��_. . . .�����. .. ( � - �� . . + i � Yi, i __---_�____ � � � . _ . , .. ._. . . _ �.� � { / : � �'� ./ / 'y . . . __..� �-. \r I•Y P � . � � c _. .....,_ 1 � � __.a.._._._.__...ti�,.�,s`. CHANG ARCH ITECTU RE Architecture Planninp Interiors 251 Partc RoaA,/900 Td: 650.340.9415 Biukigame Fax: 650.340.9641 Cdifomia 94010 Web: wwr.chmoarc THE GUZZARDO PARTNERSHIPirvc. Landscape Architects•Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 41 S 433 5003 �PND 5 C A PEq W�O�`ay m o n N�W9��' 2 � i' '° n , a. sr ,.,- �p d. a 9lF OF CA�\E�� Descrip. Date CITY ARCH PDF 9/16/14 CITY SUBMITTAL 9/18/14 zxxxzxxxx ■x/xx/15 MAI N RETAI L BUILDING & SHOP 6 Main Street Cupertino, CA Planting Details Job# A40135 Date: 9/15/14 Scale: AS NOTE Drawn By: AIB Sheet: L-1 .4 4 by Chang Architecture,Inc. � � i � � 1 I 1 t --_.; �� i _; --� / �_." ' i � : ---. ___;_� ;_...__._. ___ ,; ---- — -- f—.-�=r__�. � � , ,, _.__._.--=-- - ------ ---- -- --- .r: , �-�- ------------- : � _ _ �_ ; , , � � �,, .i �� � -- -- - - _ - � _ �---- -- ,.� ' ------� ' _-�__- ' �� �� ' ; � ,.____ r-------•----- � �_`l __._....;� :_ _. _ � _ - -----. ..�_....._.-• .� � o I , i ; � � � . ; ( - - r . '� _ .:I i I �� � ' �r o _ ._ L.-�------ _ � _ . _._.i__----- �- + . ;_- ;_ -_, � : v� . , i i i N ; I ; _._,_ _ I� � { . � ; ' � . � f - 1 �. � ___ __ , __ ___._, ; , .. ..� ,. _, , . �_ '___. �__----�---------------------------�-----� ------ --- - � � - - . i � j i � . __., � ' ' '� Y� -_----- , ,.\\ . � �, � �, �� , � �+ ; �. . �i ,. •, ,//--- _ ,.. � � �i� � 3:�. .__.._ � � :;. / . : . 1 r.: Fu.. .t : ,(,/ , �.�. -.- , u� Y_ �_`r=:= ---------- - -----------------_.r_._------------�- - -•-�_-_- -,� . '� --Y � - � --,----�� _ .-� :-`1 - ---• / l � 1��i ` — ----���--- -- -�--'--J .\--'-----r-J..�_� �^--•�_ -' . . �1-. . .-�.._ . ....-- ....-.. _ ...-.-..--.-....... ---....._._.__ �: ,_ . `-� . • �'_. . ..__ . . i, _ W � '_ ', ` ... �__�� . _J . -. .. ..._. _. . �_i . . . .. . _ ...�� � ..�..�. �� fi '-- -. .__._._.. ..__., _ �, I � --. i - �� '' i�1_�.j��_.�%� � FDC Wa11, + , L6� (to be installod � � i � OS port Of i REFER TO MAIN STREET CUPERTINO SITE PL4N5 i.';_____._____ __.__ __ _.. _ _ _ ... _:___ . . _ -- .. _ _ _ __ MSC Mast Plonj. _. _ _ . _. _ ___ __ . - � �_�-'�.- -_..�.�- .� -._._,� .- �l_ _ _ �=� _..a� � ". I � � ----- i ' -�-�-�-�.-�._.-�-�-�� �.,..--.�.- ��• --...► ' �` _ ° � , � _ ,�- ___ - ---------��. — —� . --- - -'-- _��,- "'----�,� j�,y , ' S'ir � , � � .:� � _ � � � . � � , i ; �_.��_ � , � � . . ---. � ��Q�� � _ � �,?J —-^i�� ----�'� ` � ! �(% �1_.._. __ ,° o o � _ � _ i � ',, - _ Bike Rock, 3 � 8� � � t C � Cafe Tobles dc ; �' , I �r 1' � - . � S.C.F.S., � i i.;_ -- 4 � Chairs. 2 l6. `__ - � .�:._� � i � -- 11 Light Pole,� T of t ,� . , -. i Pedestrion Type 1, L6. yP� �� - �- l � 1 � � ; L6. Concrete (to be instalied Trosh Trio, �� ° ,�' /,�' ° � � ' � -�---- --- �� \ • Povin T e 1, 2� L.• _.. _ _. t� a.. , -- � 9� YP as a►t of 2 , i . � +� �i! _--- ' �� S.C.F.S. P S.C.F.S. _ ___ r--�e �l-T-- ! p I r� ' E MSC Master Plan). Z � n � �' � ' L � t- �------ f 5,6 Typ. of (2) Pndestrian Scnle Pole Ught, � � '' _ ___ 1 _ � "- - L6. Pedestrian ,i, � !� �- ' Ramp, (to be installed as part of 5' 7'-6� � , i, �`` � L6. Concrete, MSC Master Plan). Concrote L6. , ''� � �-�---•---.�:-: ��� "=__ �_ S.C.F.S. S:C.F.S.,Typ. of (2) 3 ; Type 2� S C.f.S. ., -w--�e�- • i -- -...... t . _ _.. � i i �": ' L6. ! (to motch other �ide r S ; � ; Bike Racks, S.C.F.S., � � i � ' TYP. ot (2)-4 bike apaces � ,,. ,... ___._.__ , j of Main St.) � .�r=-__ ,. . ...� .�',' {- � {-��-- _-----�- � � _. Trash Trio, S H O P 6 ` � II ' _.___.. �' ° o � s.c.F.s. � �_:-- _,� Planter Pots w/Troes, \ �,.... ; . � �� j "� (to match other side of Moin St.); • k ; , � . �. � (to be i�atallq� as part of MSC � ': . "'- ' i - , � •--�-------- --_ -- Master Plan). I '� �i , �_ t 3'-10' �' _ �_. .�.__ - i a , g I _ 5�-5' Suspended Lights obove drivewoy; 2 � ' • ,j , `� , , - - t--) (to match other side of Main St.); , i ,� 0 1�. � MAI N RETAI L (to be installed oa part of MSC L6• �f,-63 i i ' i i �-.�;_. � 1 � Pedestrion Master Pion. � Y _ _.�.:._.__ �_.__.-_- �j ,-- .-.�.- ' �� _ � BUiLDING � �_.-----..--==-=-v.�_ �, 1 a __ a. i L6. Concrete � W�.�-.• •�----� ' -- = Poving� Type 1� Z . o i� � � � - S.C.F.S. Stormwater 1 City of Cupertino Steve�s Creek = ,;. .. i�� ��I � - - w 5,6 Trootment, S.C.D. for 81vd Sidewalk at Curb Retum L6• � • �i�� ` -._ W iI i -.N j Ramp L6. detaila. L6. w/Enhonced Concrota Paving; 1u �,� . _. f!' ,� ` Concrote, Z � T e1, (to be mstalled as part of MSC ,__ , zl �.'._.__..__ a o YP a o � ° Maeter Plan). ° i !� ' � w'iN _ _____ ` � � , __. � 'I - ° S.C.F.S. Tronch Drain, t i�,u, � i � ' i o ; Wheel Stops at Light Pole � S.C.F.S. L6 ;; ; ; 5 `� I ; � � • � y� . . ... p:, �-_----�—_�__�._ �:_--•--�-�-_---��€� L_ ..___._. .�Q . � �,i .� -l: ,��-W . ' ��., � ._._. ....� � "� ; . _....: .-- c a �i � �. �,; il :� i �� I �� I ,_... Q. -.�,-�a:�wj��_=�-�.r�r--.1__-,�w�. '-_��� ''.: _ -,. ' ' I _ _._1 i � ,_.__� ' ,,.,_... .x.....�� r...r' _.., }�.. __. r F- ' _ a �' each atali, � A � 6 concrote curb. � f���----- __--._�,! YP• Typn T� S.�FfC.S.. L6. ,' __ L6. � 1 4 S.C.D.,T YP• �� Concrete Seat Wall, 3 � � o�c c :____-_-_-_ P Wa�l, Typet, Type 1, S.C.F.S.. L6. '. � Trash Trio, c.` i _._._ ---- ', L6. S.C.F.S. I i r Tronch Drain, � TYP' 4 i S.C.F.S. � I., ----___. ..__ ._._,__. 4 Typ., S.C.F.S. s• Turi Block Paving ' ' o o '' � i (Vehicular Access). L6. �• t`: ---� --• � � 2 Staira (6ateps), 3.6 ! �.-. .�.� --- ----- i Wood Concretn, Type1, Lfi. Stortnwater � � . _._.__.r � I . . . . . . . i _ � - �i L6. Deck, S.C.F.S. � Treatment, � ' ' ' ' ' ' ' , il S.C.F.S. S.C.D. for details. ` ` � ��``� � ` ` ` '_ - --. , ° SPC°F S�T°t ofP '_._r_ �. . . . .. . _.__. � Y 2 0 ❑ . . . . . +. _._. .. _ ',� � r; ,le I • ,� �. 1 � i o YP• o � ) . i �_,. _ �lTcl',�4<L11�E.__.:._ . } 4 �, i o:d LlfvE- �...._... �: .� _. � , � ..,._. �. ._..--..�..,..I ._..,. '" ���.�-�'� � :� _ }8'R . . . . . . . . . . . � OQO �,, - j .� � � . . � . . . . . . . . . . . . � n : �' � ' _. �� - , � i � � � 5' �:;+ .a,�_ -�� CHANG ARCHITECT URE __'._ ..__.______ ' _—'__'__—_ -. _.._..____. Architecture T Plenning � Interiors r _ __ `- - ---- .Si Fuik kood,F�OG �tt. �.`1..`�`l.'itl`� �urlingome FaY ti'�O.S409641 Ca��lan�a 94010 WeO: www.chanaarchitecture.co THE GUZZARDO PARTNERSHIPirvc. Landscape Architects•Land Planners 181 Greenwich Street San Francisco,CA 94111 T 415 433 4672 F 415 433 5003 PNOSCApf r�4,�� ��ymon oq9�y 0 � .i 1� �� s ^ _y a+s . .�� �'',�. \P. � 9lF OF CA����� CIiY ARCH PDF 9/16/14 CIIY SUBMITTAI 9/18/14 xxxxxxxxx � xx/xz/t5 T � �� ' _" �� ^� D � - ' ! , , . ` J' , � _ ___-_-__._.------------___---- -.__ � __,J I �- �;.. � - ��, :�}" _ ,� _ 3_, ,, ;. t. �---.- . � -----�_ '}- . . � 98'R In,. . i. r �-- t..i_. . ; �-_. . ... ,. . .'d`J A -'Y �. .� ;_ ;; 3' 6 ,: < _ �.,.:: ' -- , � . I � ,�� "_ �_ 1 ....�_^___ �" _..;.,,_.:.,. ,,,,,,`.,�,.�' -_ i-_ _ ,a ; �- ------- --___�..�v_-- --. ____ ___ _ �. , , , , , - . i-:- � 20'-6 'g' S' 25 6• ! ' � _ , ;_ � � ' � �_, , ; � ;LA�-ROPOIRiUt�..! , , __ , .. _ - - � - - - - _. _ : - --�-=-.�. �i.:i ' ; ., .:.. '._RFfERTOMA�kS7RfET.CUPFRi1N0SITE�+NS._:_....; �1_ �.. e+-- _ .... _. _ . ._.. � i.._ t . . . -----------------__.___--------.._� ..Y__.._�S�EtIALR---� --:.;' -�--'--�_,..�� __. - _.._.. _. ,..._._�._ - . �.:_._. ._ _ y ;^ ; , ; : ?f�OPEl3TY LIf�IE :. �_�' �.�,�r�.� --+��-��-��a-� ' a.aa-���•� a-.a���w-a ra-��.� P. i ._ ' �a_.�i� � � • �-a-a�� ������.-�r-as• a�.a...a.-a a_aa : __. ----_. .._--�---- ...____�.----- , T L � CONNEGTION. �.��.�r r ���a� E.1�� r-a a�� ��'j""�' _ ... ,.. _ _ . . � __._ _ :: , . . ! . .... . r� ; --- � - - .. - - YTA 8US SFOP � - /Z^ . t l I. : ,� i , , T ,-•, - q Pole,Type �.f_�_ , �.__�,._. . � . . ._ . a � � ! . .� li M __ ..._..__.._._ ..._.. _ ____ _..__._ _ _,�,._ '-'------1- '-E------_: .----'----- � -•---_ _�__�__.:... l.�r._1_'...��..�`�_���L.__-•-- - -- --- TYP. ol (1)�.8� '"�°�' a Ped. Concrote 1 4 Wall, Typet, S.C.F.S. Pavtng.Type 1� 6 L6. WI 91ass yuardrail, S.A.D. 1�3 �� � - , . r,,�:_ �i':.c .i �1 =-a� S.C.f.S. City of Cupertino Stevens ' ` � ' - ,. ��eek B��d s,dawa��: 6. � � . - �� �. �...¢ ;� :�� �r M A I N R E TA I L L6. 5 Stevens Creok Curbside (to ba lnatalled aa port � , : ' L6, Planter (to De Instollod aa of MSC Moster Plan). ��� ';e , B U I�,,,D I N� & 5 Stevens Creek Curbside pa�t of MSC Maater Plon). ' Concrote Woll w/Ook Troe; aee MSC L6. Planter to be inatalled aa ma9tar plon. ^� j ,� ' '•_ '��O� ^ � 4 City ot Cupertino Stevena Croek BNd Sidawolk at � �. � part of MSC Master Plan). (to be installed aa port of MSC ' A , ` � .. . _ .. . � ... �6, Driveway Cut/w Enhonced Concrete Pavi�g, Type 5. ' +�l�` h Sidewalk to be removed. (to be fnetolled oe port of MSC Maater Plan). Maater Plon). , Low� area to continue. '' �r 4 '!''�. EXAMPLES OF PATIO SEATING ARRANGEMENTS ; �____. 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T_1e,. ...r... _: . ` 106'x 90"PG&E TRANSFORMER PAD !y �4'� � r�. � SFiOP-6,PAD-2 AND FUTURE MAX'Nt f y� .`�'•r 30'x 48"x 24'FAN � . �i � � ; - MAINTAtN 30'UNOB57RUCTED OVERHEAD r -+ ^' ( T r~j CLEARANCE OVER TRANSFORMER PAp 6'• � ` n, � � 30'x 48"x 2�"CAN '= � ; � .,., /4 ` `9s' y W1 M-57, • S � .A .�� ; A '' � CS-31' A1 � i 248' Ai ._ A W � _. .... � ��. _ :+��� -,..- -. _. . � �.�������� � � _ .. �-�����: `. � .W1-52'�5' �-19'. � �yr _ _.;.: _.�B1-33'» p U-38' � - 1... ;�r (n � W 1 , W.Zg� � _ Q A8-30' `� 30"x 48'x 36"AT&T � ; 21'x 36'x:S'PG&E ° W SS _ �� � `.', h ���;, . , �._,� iz�� Ni N u.ia14 . �g cn � ,i�� � � � 277LE 480V 30 4w u': � . 3Q"x�H'x 2�"GN 1 I � PHONE&CAN � m m STUB OUT ANO CAP � - a � E� ��,�,.�"�„�� � � PAD #3 --J N � CONDUITS FOR fUTURE ° I x � � ELECTRIC 200A x ELECTRIC GAS, � � � 277/480V 30 4w � PHONE,AF1D CAN 1«3+! x m S H 0 P #5 � PHONE&CAN 9 FUTURE MAIOR GAS METER n �o x ELECTRIC BOOA � °D � 1,6p0 MBTL � 277/480V 30 4w I � " N GAS MEfER - �' ' PHONE AND CAN � `? 3,000 MBTU GAS 2,000 MBTU c �� . _ . . rwr ... FUTURE MAJOR , ,M I � E� �� ���E.��� SHOP#6� . u� Ti.dl� 24"x 36"x 24"AT9T = I � GAS METER ��rnn,„ 3,500 MBTU � �� ��`��* �, S T1-11' 277/4 OV 30 w � �PHONE 9 CAN a P-Z6' /'�'-W - 123' w �c� 106"x 90'PG&E TRANSFORMER PAD / - � �f c�Pa�°v�i" ��������r ,� e� n�He� i MAINTAIN 30'UNOBSTRUCTED OVERHEAD - ' �,°� EIECTRIC 1600A CLEARANCE OVER TRANSFORMER PA0 � �� 277/480V 30 4w .. „� PHONE&CAN SHOP #4 • o ' . �- . _ �. .. . <. . � ...,i±�... ,:.,y�.:r.�':-L-a�-'�wa.::w�.:.: :....:z�.e.;r.rn:rs�:e�r�°.cn�. i H1 98' H1 p la Q _'.. .,._. ._. _ 1 � � 7 � 17'x 30'x IY CAN !� , . ^/ '�� �� ������� ��� � � '��� �1�1.�� �/! �' L-Jr� M'JI 124 , N T•15' `,�` ,�'., I / . . , � �� f � �� TIE INfO LA(ISTlNG GAS ��� f � ' TIE INTO EX15TiNG J °• o ELECTRIC VAULT AS ;a 4'x 12'x 12"PGdE DIRECTED BY PG&E x GAS BELLHOLE x � i GAS TIE IN EXCAVATION I � 'D TO BE 12'BELOW � i �°x° EXISTING GAS LINE x e � � { `° TIE INTO EXISTING GAS ; Q a�x a�X iz"PG&E STEVENS CREEK BLVD .. t :.... ...� �..r.... ^;. � GAS BELLHOLE GAS TIE 1N EXCAVATION� TO BE 12"BELOW � . EXISTING GAS UNE ; LEGEND: —���—PROPOSED JOINT TRENCH -------------PROPOSED SERVICE TRENCH 106"x 90"TRANSFORMER PAD(PG&E W/BUSS DUCT AND TERMINATION CA MAINTAIN 30'UNOBSTRUCTED OVERHEAD CLEARANCE OVER TRANSFORMER PAD �+ . . - . ._.� ._ . �� N w� , �-_5_�5. �� . ..... . / , ~ ,,,< ; � , _.__1 `--_..___.��_._.__ ._H. �,� �Q� ��iiiii� %n'�i ��/ �ii�i� %�% �mi �iii/ ::�J ::i. iiiii � i , .`� � W� m vr � 106"x 90"TRANSFORMER PAD(PG&E) WORKING SPACE SHOWN MAINTAIN 30'UNOBSTRUCTED OVERHEAO CLEARANCE OVER TRANSFORMER PAD 4'-6"x 8'-6"x 6'-0"SPLICE BOX(PG&E) WORKING SPACE SHOWN 3'x 5'x 4'-6" SUBSURFACE TRANSFORMER(PG&E) WORKING SPACE SHOWN MAINTAIN 20'UNOBSTRUCTED OVERHEAD CLEARANCE OVER TRANSFORMER PAD 3'x S'x 3'-6"SPLICE BOX(PG&E) WORKING SPACE SHOWN 36"x 60"x 30"SECONDARY SPLICE BOX(PG&E) WORKING SPACE SHOWN 24"x 36"x 18"SPLICE BOX(PG&E) WORKING SPACE SHOWN 17"x 30"x 18"SPLICE BOX(PG&E) WORKING SPACE SHOWN 4'x 12'x 12"GAS BELLHOLE(PG&E) 4'x 6'x 12"GAS BELLHOLE(PG&E) 4'x 4'x 12"GAS BELLHOLE(PG&E) PROPOSED GAS METER(PG&E) 6'-6"x 6'x 4"S.A.I.PAD(AT&T) 48"x 78"x 48"SPLICE BOX(AT&T) 36"x 60"x 36"SPLICE BOX(AT&T) 30"x 48"x 36"SPLICE BOX(AT&T) 24"x 36"x 24"SPLICE BOX(AT&T) 30"x 48"x 24"B-48(COMCAST) 20"x 42"x 12"8-44(COMCAST) 17"x 30"x 12"B-36(COMCAST) Waking Space&easement requirements fa#J box: 3' � 5' % 5' � 3' Maintain a clear,leve�working space as shown,per PG&E d2wing 051122. Woricing Space&easement requirements for x5 box: 3' � 3� 5 3� �� 3� � � Maintain a clear,level vrorking space as shown,per PG&E drawing 051122. ti Q � Z d' O JQ CJ � ~ 1--1 (Jj � W �-- � �/ a. U � aS � W z � � �"'i o f— Q O Z � � S r--� � O Z � Z W Y U J J v �Y �z' n• I working Space requirements — forPadrtauntT2rnformer. 16• i F � ��' � � t6' 3, ��a S 12' 90' t2' f TRANSFORMER ► 3' 3' 12� 106' !2' r r u' O � u' ��_ / �z� �z� $� F Frad i 36� 2f� R R 2,� Maintain a dear,�evel waking space as Shown,per PG&E drawing F=Flz�d 051122. R=Removabla I TY �2' �2' n' TRANSFORMER DETAIL ��%I E'E� �/7�E'X� :JT� JCIN T TRE�"dCH Ti;(_E SHEE i ;✓r-2,.;4,� �oin�T TRE NC,H CGMPOS!r`� ✓r—s �o;,vr rRENC,ti sECT�JNJ � 8. P, 0 C�V�L N' I—� 0 Z � W a � U I�^ I�� rn j V� i z u� !m m �� x %�LL )g �w �r .� >� iQ f� �� �a o� w j U'Otp� i J uj �J� >g�n N "�O� ��07 - r 12-406 1"=30' S.HARDESTER n er: B.CASTILLO co€�— D.VOORHIES JPDATED: 11-13-2014 7Nf,N0: JT-3 r� 3 nF� 6